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APPENDIX A
Intersection Approach
Machine Counts
0.98
Count Location Day 1 Day 2 Day 3 Average Day
Multiply by 0.98*
Rounded 2006 AADT
SR 54 east of Curley Rd 13,009 13,335 13,511 13,285 13,019 13,000
Curley Rd north of SR 54 5,418 5,601 5,533 5,517 5,407 5,400
SR 54 West of Curley Rd 14,847 15,318 15,256 15,140 14,838 14,800
SR 54 East of Smith Rd 10,621 12,733 12,827 12,060 11,819 11,800
Smith Rd south of SR 54 375 393 423 397 389 400
SR 54 West of Smith Rd 13,402 13,860 13,833 13,698 13,424 13,400
SR 54 east of Meadowpointe 12,949 12,732 12,873 12,851 12,594 12,600
Meadowpointe south of SR 54 2,194 2,043 2,024 2,087 2,045 2,000
SR 54 west of Meadowpointe 12,565 12,514 12,783 12,621 12,368 12,400
SR 54 east of Ronnoch Blvd 10,974 11,041 11,211 11,075 10,854 10,900
Foxwood Blvd south of SR 54 950 970 999 973 954 1,000
Ronnoch Blvd north of SR 54 408 458 471 446 437 400
SR 54 west of Ronnoch Blvd 12,464 12,736 12,680 12,627 12,374 12,400
SR 54 east of Riverside Crossing 11,011 11,050 11,199 11,087 10,865 10,900
Riverside Crossing north of SR 54 1,277 1,314 1,332 1,308 1,282 1,300
SR 54 west of Riverside Crossing 12,182 12,362 12,385 12,310 12,063 12,100
SR 54 east of Foxridge Blvd 10,910 10,878 11,125 10,971 10,752 10,800
Foxridge Blvd south of SR 54 845 802 831 826 809 800
SR 54 west of Foxridge Blvd 11,653 11,829 11,890 11,791 11,555 11,600
SR 54 east of Morris Bridge Rd 6,252 6,228 6,373 6,284 6,159 6,200
Morris Bridge Rd south of SR 54 6,485 6,872 6,700 6,686 6,552 6,600
Morris Bridge Rd north of SR 54 7,763 7,698 8,091 7,851 7,694 7,700
SR 54 west of Morris Bridge Rd 11,237 11,223 11,387 11,282 11,057 11,100
* Axle Adjustment Factor (0.98)
Appendix A Table
SR 54 PD&E Traffic StudyFrom Curley Road to Morris Bridge Road
ACE Project # 5067054Traffic Counts - 3 Day Average from May 23, 2006 to May 25, 2006 with Axle Adjustments
2006 Weekly Axle Factor Category Report - Report Type: ALL
County: 14 - PASCO
Week Dates 1410 1411 1412 1413
SR54, US41 - PASCO R SR54, PASCO RD-CR581 SR54, CR581 - US301 SR52, US19 - CR587
1 01/01/2006 - 01/07/2006 0.94 0.96 0.98 0.97
2 01/08/2006 - 01/14/2006 0.94 0.96 0.98 0.97
3 01/15/2006 - 01/21/2006 0.94 0.96 0.98 0.97
4 01/22/2006 - 01/28/2006 0.94 0.96 0.98 0.97
5 01/29/2006 - 02/04/2006 0.94 0.96 0.98 0.97
6 02/05/2006 - 02/11/2006 0.94 0.96 0.98 0.97
7 02/12/2006 - 02/18/2006 0.94 0.96 0.98 0.97
8 02/19/2006 - 02/25/2006 0.94 0.96 0.98 0.97
9 02/26/2006 - 03/04/2006 0.94 0.96 0.98 0.97
10 03/05/2006 - 03/11/2006 0.94 0.96 0.98 0.97
11 03/12/2006 - 03/18/2006 0.94 0.96 0.98 0.97
12 03/19/2006 - 03/25/2006 0.94 0.96 0.98 0.97
13 03/26/2006 - 04/01/2006 0.94 0.96 0.98 0.97
14 04/02/2006 - 04/08/2006 0.94 0.96 0.98 0.97
15 04/09/2006 - 04/15/2006 0.94 0.96 0.98 0.97
16 04/16/2006 - 04/22/2006 0.94 0.96 0.98 0.97
17 04/23/2006 - 04/29/2006 0.94 0.96 0.98 0.97
18 04/30/2006 - 05/06/2006 0.94 0.96 0.98 0.97
19 05/07/2006 - 05/13/2006 0.94 0.96 0.98 0.97
20 05/14/2006 - 05/20/2006 0.94 0.96 0.98 0.97
21 05/21/2006 - 05/27/2006 0.94 0.96 0.98 0.97
22 05/28/2006 - 06/03/2006 0.94 0.96 0.98 0.97
23 06/04/2006 - 06/10/2006 0.94 0.96 0.98 0.97
24 06/11/2006 - 06/17/2006 0.94 0.96 0.98 0.97
25 06/18/2006 - 06/24/2006 0.94 0.96 0.98 0.97
26 06/25/2006 - 07/01/2006 0.94 0.96 0.98 0.97
27 07/02/2006 - 07/08/2006 0.94 0.96 0.98 0.97
28 07/09/2006 - 07/15/2006 0.94 0.96 0.98 0.97
29 07/16/2006 - 07/22/2006 0.94 0.96 0.98 0.97
30 07/23/2006 - 07/29/2006 0.94 0.96 0.98 0.97
31 07/30/2006 - 08/05/2006 0.94 0.96 0.98 0.97
32 08/06/2006 - 08/12/2006 0.94 0.96 0.98 0.97
33 08/13/2006 - 08/19/2006 0.94 0.96 0.98 0.97
34 08/20/2006 - 08/26/2006 0.94 0.96 0.98 0.97
35 08/27/2006 - 09/02/2006 0.94 0.96 0.98 0.97
36 09/03/2006 - 09/09/2006 0.94 0.96 0.98 0.97
37 09/10/2006 - 09/16/2006 0.94 0.96 0.98 0.97
38 09/17/2006 - 09/23/2006 0.94 0.96 0.98 0.97
39 09/24/2006 - 09/30/2006 0.94 0.96 0.98 0.97
40 10/01/2006 - 10/07/2006 0.94 0.96 0.98 0.97
41 10/08/2006 - 10/14/2006 0.94 0.96 0.98 0.97
42 10/15/2006 - 10/21/2006 0.94 0.96 0.98 0.97
43 10/22/2006 - 10/28/2006 0.94 0.96 0.98 0.97
44 10/29/2006 - 11/04/2006 0.94 0.96 0.98 0.97
45 11/05/2006 - 11/11/2006 0.94 0.96 0.98 0.97
46 11/12/2006 - 11/18/2006 0.94 0.96 0.98 0.97
47 11/19/2006 - 11/25/2006 0.94 0.96 0.98 0.97
48 11/26/2006 - 12/02/2006 0.94 0.96 0.98 0.97
49 12/03/2006 - 12/09/2006 0.94 0.96 0.98 0.97
50 12/10/2006 - 12/16/2006 0.94 0.96 0.98 0.97
51 12/17/2006 - 12/23/2006 0.94 0.96 0.98 0.97
52 12/24/2006 - 12/30/2006 0.94 0.96 0.98 0.97
53 12/31/2006 - 12/31/2006 0.94 0.96 0.98 0.97
16-Feb-2007 16:21:24 Page 3 of 6 555RPT [1,0,0,2] 7_14_AXWOY.txt
0039 SR 54 EAST OF CURLEY RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
8 10 7 15
13 12 16 11
8 14 3 11
17 12 16 26
26 31 45 43
73 85 123 183
214 232 217 232
252 243 234 237
228 229 206
191
220
179 190 194
208 201 207 206
221 202 199 193
224 207 194 190
179 215 199 213
215 214 237 213
181 206 192 223
216 212 251 196
239 220 211 161
217 184 185 130
140 92 110 101
98 72 87 78
67 83 89 66
43 49 47 29
28 25 25 13
W
00:00 40
52
36
71
Direction:
1st 2nd 3rd 4th Total
145
464
895
966
883
754
822
815
815
806
879
802
875
831
716
443
335
305
168
91
Time Total
40
52
36
71
145
464
895
966
883
754
822
815
815
806
879
802
875
831
716
443
335
305
168
91
Combined
13009 13009
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:00 07:00
16:30
07:00
16:30
07:00 966
906
966
966
906
966
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0039 SR 54 EAST OF CURLEY RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
16 12 16 15
9 10 9 14
13 10 8 9
15 22 19 16
16 26 45 51
68 92 128 165
205 253 232 242
215 219 202 197
242 233 122
247
222
219 221 230
190 232 233 222
188 208 218 231
242 197 193 193
207 210 210 208
186 198 204 213
213 225 209 210
215 222 229 228
235 253 229 203
180 196 162 180
128 130 118 100
90 99 106 71
79 88 93 63
33 65 38 44
29 23 37 24
W
00:00 59
42
40
72
Direction:
1st 2nd 3rd 4th Total
138
453
932
833
819
917
877
845
825
835
801
857
894
920
718
476
366
323
180
113
Time Total
59
42
40
72
138
453
932
833
819
917
877
845
825
835
801
857
894
920
718
476
366
323
180
113
Combined
13335 13335
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
06:15
16:30
06:15 942
945
945
942
945
945
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0039 SR 54 EAST OF CURLEY RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
27 32 22 17
12 19 22 19
12 8 14 13
11 11 16 18
28 39 37 57
61 107 117 161
194 241 231 234
242 245 226 227
209 265 221
201
215
215 226 257
199 204 241 221
186 228 200 241
226 208 183 182
192 211 213 201
223 237 217 185
169 219 235 215
214 261 248 250
214 206 207 226
192 173 179 148
137 139 124 114
106 105 87 100
79 62 58 46
48 51 40 33
30 29 27 13
W
00:00 98
72
47
56
Direction:
1st 2nd 3rd 4th Total
161
446
900
940
910
899
865
855
799
817
862
838
973
853
692
514
398
245
172
99
Time Total
98
72
47
56
161
446
900
940
910
899
865
855
799
817
862
838
973
853
692
514
398
245
172
99
Combined
13511 13511
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:00 16:00
16:00
06:30
16:00
06:30 952
973
973
952
973
973
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0040 CURLEY RD. NORTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
4 7 4 5
6 5 2 4
6 2 4 3
1 4 9 5
9 10 16 17
17 27 53 76
114 120 117 130
151 150 161 131
107 106 105
71
99
92 78 75
64 94 65 91
67 72 72 75
63 58 68 69
56 57 69 78
150 122 85 87
84 103 85 66
80 79 66 97
75 86 74 65
65 60 60 49
58 57 68 55
30 28 35 34
24 31 30 28
12 8 16 12
5 19 3 6
S
00:00 20
17
15
19
Direction:
1st 2nd 3rd 4th Total
52
173
481
593
417
316
314
286
258
260
444
338
322
300
234
238
127
113
48
33
Time Total
20
17
15
19
52
173
481
593
417
316
314
286
258
260
444
338
322
300
234
238
127
113
48
33
Combined
5418 5418
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:00 07:00
14:00
07:00
14:00
07:00 593
444
593
593
444
593
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0040 CURLEY RD. NORTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
2 6 8 1
4 5 5 5
2 1 7 1
4 3 7 6
6 9 17 19
24 27 59 65
96 110 129 140
156 155 150 129
95 104 111
95
87
84 85 65
87 87 66 76
61 70 58 72
64 62 56 71
72 70 78 87
142 143 99 88
88 87 95 82
76 75 75 100
87 81 74 53
64 75 80 52
67 50 58 50
44 48 53 44
27 30 21 22
33 34 20 19
12 11 13 8
S
00:00 17
19
11
20
Direction:
1st 2nd 3rd 4th Total
51
175
475
590
397
329
316
261
253
307
472
352
326
295
271
225
189
100
106
44
Time Total
17
19
11
20
51
175
475
590
397
329
316
261
253
307
472
352
326
295
271
225
189
100
106
44
Combined
5601 5601
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
14:00
06:45
14:00
06:45 601
472
601
601
472
601
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0040 CURLEY RD. NORTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
7 10 5 2
8 10 4 6
3 1 11 2
4 4 7 11
3 16 19 13
25 31 46 73
110 112 114 126
133 142 149 111
93 114 109
75
105
75 77 101
89 101 70 71
55 69 73 51
74 107 79 73
70 71 52 95
118 96 84 100
105 82 99 74
70 83 81 81
102 91 83 82
80 64 72 51
53 39 53 54
56 40 48 41
23 22 27 25
18 12 10 13
12 12 7 3
S
00:00 24
28
17
26
Direction:
1st 2nd 3rd 4th Total
51
175
462
535
421
328
331
248
333
288
398
360
315
358
267
199
185
97
53
34
Time Total
24
28
17
26
51
175
462
535
421
328
331
248
333
288
398
360
315
358
267
199
185
97
53
34
Combined
5533 5533
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
14:00
06:45
14:00
06:45 550
398
550
550
398
550
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0041 SR 54 WEST OF CURLEY RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
39 35 21 26
25 18 19 17
23 11 11 4
15 17 13 8
21 12 27 23
17 33 46 62
62 106 184 179
282 260 207 261
226 228 261
189
185
216 209 190
203 186 192 200
164 220 194 199
200 226 220 270
242 229 221 210
238 226 272 222
217 248 277 295
257 256 271 290
300 285 291 281
260 269 241 237
206 225 173 174
154 168 132 124
139 147 132 101
93 99 78 78
62 67 62 36
E
00:00 121
79
49
53
Direction:
1st 2nd 3rd 4th Total
83
158
531
1010
900
804
781
777
916
902
958
1037
1074
1157
1007
778
578
519
348
227
Time Total
121
79
49
53
83
158
531
1010
900
804
781
777
916
902
958
1037
1074
1157
1007
778
578
519
348
227
Combined
14847 14847
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
07:00
16:45
07:00 1010
1166
1166
1010
1166
1166
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0041 SR 54 WEST OF CURLEY RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
41 37 31 24
21 24 16 15
13 11 11 11
13 18 11 11
16 18 26 19
37 27 42 60
80 109 176 219
271 199 219 267
222 224 217
225
233
214 209 199
208 196 198 234
204 202 208 193
243 207 236 212
237 243 252 235
232 201 276 224
244 226 281 286
265 285 296 253
288 273 276 278
284 277 265 246
224 202 206 178
168 172 156 154
150 143 136 130
114 114 113 77
84 70 63 64
E
00:00 133
76
46
53
Direction:
1st 2nd 3rd 4th Total
79
166
584
956
896
847
836
807
898
967
933
1037
1099
1115
1072
810
650
559
418
281
Time Total
133
76
46
53
79
166
584
956
896
847
836
807
898
967
933
1037
1099
1115
1072
810
650
559
418
281
Combined
15318 15318
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
07:00
15:45
07:00 956
1132
1132
956
1132
1132
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0041 SR 54 WEST OF CURLEY RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
54 46 25 37
25 26 18 27
15 10 16 16
17 16 18 11
15 16 18 22
28 27 42 64
62 121 200 209
238 253 266 238
216 250 275
170
206
171 206 216
254 206 183 189
180 185 198 196
213 224 216 252
244 238 234 226
278 259 276 246
257 240 268 277
297 283 295 290
299 274 312 294
255 269 257 241
230 204 195 194
177 181 162 134
118 128 106 86
84 97 73 70
59 56 48 43
E
00:00 162
96
57
62
Direction:
1st 2nd 3rd 4th Total
71
161
592
995
947
763
832
759
905
942
1059
1042
1165
1179
1022
823
654
438
324
206
Time Total
162
96
57
62
71
161
592
995
947
763
832
759
905
942
1059
1042
1165
1179
1022
823
654
438
324
206
Combined
15256 15256
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
17:00 17:00
17:00
07:00
17:00
07:00 995
1179
1179
995
1179
1179
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0036 SR 54 EAST OF SMITH RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
8 8 11 11
12 13 18 10
5 13 4 10
19 10 19 24
25 33 47 41
78 84 121 186
221 223 220 237
254 243 218 201
198 231 205
177
211
188 189 191
214 203 216 195
216 213 194 194
216 181 0 0
0 0 0 0
0 0 0 0
68 192 198 230
197 240 198 206
213 220 207 178
207 185 175 116
147 92 111 93
95 71 86 80
73 84 78 67
42 47 48 31
21 27 23 16
W
00:00 38
53
32
72
Direction:
1st 2nd 3rd 4th Total
146
469
901
916
845
745
828
817
397
0
0
688
841
818
683
443
332
302
168
87
Time Total
38
53
32
72
146
469
901
916
845
745
828
817
397
0
0
688
841
818
683
443
332
302
168
87
Combined
10621 10621
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:30 06:30
15:30
06:30
15:30
06:30 954
865
954
954
865
954
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0036 SR 54 EAST OF SMITH RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
13 11 17 10
10 6 10 13
11 10 10 10
12 18 16 14
16 25 44 46
69 83 116 161
200 221 209 229
222 236 222 265
266 269 223
278
197
165 217 190
180 200 201 196
195 184 199 205
214 189 183 174
190 187 187 228
241 242 262 234
228 193 174 189
198 200 197 249
194 246 196 186
192 171 158 137
144 104 74 93
65 89 81 60
66 41 47 62
51 39 30 35
29 26 23 15
W
00:00 51
39
41
60
Direction:
1st 2nd 3rd 4th Total
131
429
859
945
955
850
777
783
760
792
979
784
844
822
658
415
295
216
155
93
Time Total
51
39
41
60
131
429
859
945
955
850
777
783
760
792
979
784
844
822
658
415
295
216
155
93
Combined
12733 12733
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:45 07:45
14:00
07:45
14:00
07:45 1023
979
1023
1023
979
1023
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0036 SR 54 EAST OF SMITH RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
11 8 6 10
9 17 8 10
6 5 3 10
14 18 22 25
35 59 48 86
94 164 179 190
235 259 242 205
273 278 265 246
218 242 244
235
248
191 211 170
188 194 192 196
206 190 200 204
211 186 180 162
192 179 157 193
184 193 197 179
193 192 176 196
188 181 197 187
196 173 181 187
188 175 177 160
149 143 134 103
81 77 66 77
67 60 47 42
47 46 36 31
30 30 21 11
W
00:00 35
44
24
79
Direction:
1st 2nd 3rd 4th Total
228
627
941
1062
952
807
770
800
739
721
753
757
753
737
700
529
301
216
160
92
Time Total
35
44
24
79
228
627
941
1062
952
807
770
800
739
721
753
757
753
737
700
529
301
216
160
92
Combined
12827 12827
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:00 07:00
13:45
07:00
13:45
07:00 1062
767
1062
1062
767
1062
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0037 SMITH RD. SOUTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 2 1 0
0 3 2 1
2 1 5 4
6 1 5 4
3 4 3
7
6
6 8 12
7 0 6 8
13 8 11 7
10 7 11 8
17 3 12 10
4 3 2 5
6 9 3 9
4 20 9 8
14 5 5 4
4 8 5 1
4 2 2 1
2 1 2 3
0 4 0 1
0 0 0 0
0 0 1 0
N
00:00 0
0
0
0
Direction:
1st 2nd 3rd 4th Total
3
6
12
16
16
33
21
39
36
42
14
27
41
28
18
9
8
5
0
1
Time Total
0
0
0
0
3
6
12
16
16
33
21
39
36
42
14
27
41
28
18
9
8
5
0
1
Combined
375 375
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
10:45
16:15
10:45 40
51
51
40
51
51
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0037 SMITH RD. SOUTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 0 1 2
0 0 0 0
0 0 0 0
0 0 3 0
0 0 0 0
1 0 0 3
2 4 5 2
4 4 2 3
1 9 7
12
6
1 8 2
7 8 15 10
10 5 7 17
9 4 7 10
8 5 14 13
7 5 2 5
9 6 8 10
6 15 12 10
9 6 6 3
2 5 1 3
5 5 2 1
3 1 1 2
5 1 0 1
2 1 0 0
1 1 0 0
N
00:00 3
0
0
3
Direction:
1st 2nd 3rd 4th Total
0
4
13
13
23
23
40
39
30
40
19
33
43
24
11
13
7
7
3
2
Time Total
3
0
0
3
0
4
13
13
23
23
40
39
30
40
19
33
43
24
11
13
7
7
3
2
Combined
393 393
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
10:15
16:15
10:15 43
46
46
43
46
46
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0037 SMITH RD. SOUTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
1 0 0 0
0 0 1 0
1 0 0 0
0 0 2 2
1 0 1 0
0 1 1 2
2 2 6 2
4 2 3 4
5 9 7
9
5
8 7 5
6 3 11 15
8 10 10 13
9 5 9 11
8 6 6 15
9 5 6 5
6 8 9 9
10 15 13 13
15 9 7 3
3 6 1 2
3 2 6 5
1 3 2 1
0 1 1 2
1 1 1 0
1 0 0 0
N
00:00 1
1
1
4
Direction:
1st 2nd 3rd 4th Total
2
4
12
13
26
29
35
41
34
35
25
32
51
34
12
16
7
4
3
1
Time Total
1
1
1
4
2
4
12
13
26
29
35
41
34
35
25
32
51
34
12
16
7
4
3
1
Combined
423 423
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
10:30
16:15
10:30 44
56
56
44
56
56
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0038 SR 54 WEST OF SMITH RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
29 29 17 24
16 13 17 12
20 10 15 5
12 11 13 9
17 17 24 23
14 26 42 65
74 121 175 187
226 240 247 266
210 211 267
188
188
195 203 186
199 172 181 195
158 196 188 183
179 205 201 245
199 197 204 182
253 229 245 222
223 234 247 258
235 236 229 255
246 243 256 245
220 213 209 186
176 182 154 146
108 136 118 84
122 105 108 76
78 89 61 55
47 50 41 34
E
00:00 99
58
50
45
Direction:
1st 2nd 3rd 4th Total
81
147
557
979
876
772
747
725
830
782
949
962
955
990
828
658
446
411
283
172
Time Total
99
58
50
45
81
147
557
979
876
772
747
725
830
782
949
962
955
990
828
658
446
411
283
172
Combined
13402 13402
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
07:00
16:45
07:00 979
1000
1000
979
1000
1000
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0038 SR 54 WEST OF SMITH RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
34 31 22 16
19 21 10 10
10 4 13 12
13 15 11 7
14 19 25 22
31 28 47 61
87 115 181 214
212 212 240 250
224 227 220
227
234
183 203 204
201 196 175 216
183 214 180 167
180 182 187 195
221 217 238 210
236 198 257 227
244 215 270 256
245 245 268 241
253 231 240 247
245 227 236 192
195 169 174 147
130 132 120 122
120 111 103 111
100 89 92 60
65 48 57 52
E
00:00 103
60
39
46
Direction:
1st 2nd 3rd 4th Total
80
167
597
914
905
817
788
744
744
886
918
985
999
971
900
685
504
445
341
222
Time Total
103
60
39
46
80
167
597
914
905
817
788
744
744
886
918
985
999
971
900
685
504
445
341
222
Combined
13860 13860
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:30 15:30
15:30
07:30
15:30
07:30 941
1016
1016
941
1016
1016
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0038 SR 54 WEST OF SMITH RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
38 28 19 32
18 20 15 22
14 10 14 15
15 10 16 9
13 18 18 21
27 28 41 61
72 130 193 203
214 229 272 235
199 210 262
174
230
177 194 225
223 225 176 183
170 184 189 193
191 220 195 245
219 202 202 191
275 221 252 220
266 228 254 255
253 256 263 248
275 228 256 259
227 207 240 202
196 176 148 167
148 139 143 128
92 79 86 73
71 80 58 45
50 44 41 35
E
00:00 117
75
53
50
Direction:
1st 2nd 3rd 4th Total
70
157
598
950
901
770
807
736
851
814
968
1003
1020
1018
876
687
558
330
254
170
Time Total
117
75
53
50
70
157
598
950
901
770
807
736
851
814
968
1003
1020
1018
876
687
558
330
254
170
Combined
13833 13833
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
07:00
16:15
07:00 950
1042
1042
950
1042
1042
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0033 SR 54 EAST OF MEADOWPOINTE
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
9 7 8 13
12 13 17 11
7 10 6 10
17 13 17 27
25 29 45 40
77 81 122 182
223 244 231 245
271 270 255 230
213 231 220
201
214
193 194 199
203 198 212 193
202 206 197 185
210 203 193 180
167 217 179 217
207 210 219 204
188 202 172 218
198 255 201 196
226 215 220 174
216 174 175 132
138 95 109 99
105 68 92 81
72 77 94 65
45 46 46 30
27 25 24 15
W
00:00 37
53
33
74
Direction:
1st 2nd 3rd 4th Total
139
462
943
1026
878
787
806
790
786
780
840
780
850
835
697
441
346
308
167
91
Time Total
37
53
33
74
139
462
943
1026
878
787
806
790
786
780
840
780
850
835
697
441
346
308
167
91
Combined
12949 12949
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
16:15
06:45
16:15
06:45 1041
878
1041
1041
878
1041
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0033 SR 54 EAST OF MEADOWPOINTE
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
16 12 12 14
9 8 9 16
15 8 10 8
17 22 18 16
17 23 47 54
77 95 119 166
203 263 239 261
254 236 229 202
230 248 228
241
173
175 216 203
186 213 215 191
177 211 204 215
212 192 187 176
208 192 186 188
189 185 195 208
196 213 210 191
25 248 188 201
232 232 218 184
198 170 169 142
130 106 118 99
98 77 104 88
77 74 78 56
49 50 44 34
27 28 25 14
W
00:00 54
42
41
73
Direction:
1st 2nd 3rd 4th Total
141
457
966
921
879
835
805
807
767
774
777
810
662
866
679
453
367
285
177
94
Time Total
54
42
41
73
141
457
966
921
879
835
805
807
767
774
777
810
662
866
679
453
367
285
177
94
Combined
12732 12732
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:15 06:15
16:45
06:15
16:45
06:15 1017
883
1017
1017
883
1017
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0033 SR 54 EAST OF MEADOWPOINTE
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
13 10 10 14
10 10 12 14
12 9 8 9
17 18 18 21
20 26 46 48
78 89 121 174
212 256 237 255
262 252 242 216
224 242 226
224
192
184 208 202
194 208 215 193
189 210 202 203
212 198 190 178
191 204 184 202
198 197 206 208
194 210 194 204
102 236 168 205
238 252 215 194
173 164 160 154
118 119 129 98
87 88 117 96
82 69 56 45
54 54 40 37
27 33 26 12
W
00:00 47
46
38
74
Direction:
1st 2nd 3rd 4th Total
140
462
960
972
884
818
810
804
778
781
809
802
711
899
651
464
388
252
185
98
Time Total
47
46
38
74
140
462
960
972
884
818
810
804
778
781
809
802
711
899
651
464
388
252
185
98
Combined
12873 12873
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
16:45
06:45
16:45
06:45 1011
910
1011
1011
910
1011
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0034 MEADOWPOINTE BLVD. SOUTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
1 2 2 3
2 0 0 1
1 1 0 1
0 1 1 1
1 2 1 4
1 6 9 9
9 11 19 36
50 46 35 39
49 43 33
48
49
35 27 26
45 31 46 55
50 36 40 39
56 36 40 41
40 29 33 46
40 40 38 33
44 40 48 50
46 40 47 51
48 55 39 28
36 33 26 18
19 12 12 9
11 11 6 6
7 4 5 4
2 5 4 3
1 1 4 0
N
00:00 8
3
3
3
Direction:
1st 2nd 3rd 4th Total
8
25
75
170
174
136
177
165
173
148
151
182
184
170
113
52
34
20
14
6
Time Total
8
3
3
3
8
25
75
170
174
136
177
165
173
148
151
182
184
170
113
52
34
20
14
6
Combined
2194 2194
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
10:30
16:30
10:30 187
201
201
187
201
201
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0034 MEADOWPOINTE BLVD. SOUTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 1 4 3
0 2 0 0
1 0 1 1
0 0 0 2
0 3 2 2
0 8 9 11
11 15 23 41
40 40 31 29
40 39 42
33
29
32 40 32
32 34 34 48
40 30 45 49
42 40 32 29
29 30 43 29
26 29 34 39
33 35 35 42
54 54 42 36
50 32 48 38
29 24 26 23
21 18 9 16
6 15 11 10
10 4 16 5
5 4 2 3
2 0 2 2
N
00:00 8
2
3
2
Direction:
1st 2nd 3rd 4th Total
7
28
90
140
150
137
148
164
143
131
128
145
186
168
102
64
42
35
14
6
Time Total
8
2
3
2
7
28
90
140
150
137
148
164
143
131
128
145
186
168
102
64
42
35
14
6
Combined
2043 2043
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
11:30
15:45
11:30 176
192
192
176
192
192
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0034 MEADOWPOINTE BLVD. SOUTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
4 3 1 0
1 2 0 0
3 1 2 1
0 0 0 1
1 3 2 4
3 5 8 4
11 15 21 40
32 40 45 26
37 40 43
37
26
40 33 42
40 40 32 32
32 43 33 53
37 50 36 30
31 31 26 25
36 33 33 33
34 41 48 40
49 47 37 32
45 40 29 34
37 33 25 22
19 20 18 14
12 11 10 7
5 6 7 0
3 3 3 1
4 1 3 1
N
00:00 8
3
7
1
Direction:
1st 2nd 3rd 4th Total
10
20
87
143
146
152
144
161
153
113
135
163
165
148
117
71
40
18
10
9
Time Total
8
3
7
1
10
20
87
143
146
152
144
161
153
113
135
163
165
148
117
71
40
18
10
9
Combined
2024 2024
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:30 15:30
15:30
11:45
15:30
11:45 176
184
184
176
184
184
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0035 SR 54 WEST OF MEADOWPOINTE
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 26, 2006Florida Department of Transportation
Roadway ID: 13000000
31 29 21 16
18 20 10 9
9 4 12 12
11 13 11 8
14 20 26 22
32 22 49 59
80 111 173 198
188 203 218 224
206 199 199
217
227
167 186 189
181 174 171 207
169 203 165 152
169 167 174 173
209 205 215 203
217 182 201 214
236 230 246 239
264 224 241 239
246 211 228 210
203 202 193 194
168 132 157 135
121 105 109 109
83 78 80 67
67 75 56 44
47 43 34 35
E
00:00 97
57
37
43
Direction:
1st 2nd 3rd 4th Total
82
162
562
833
831
759
733
689
683
832
814
951
968
895
792
592
444
308
242
159
Time Total
97
57
37
43
82
162
562
833
831
759
733
689
683
832
814
951
968
895
792
592
444
308
242
159
Combined
12565 12565
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:15 15:15
15:15
07:15
15:15
07:15 851
979
979
851
979
979
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0035 SR 54 WEST OF MEADOWPOINTE
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 26, 2006Florida Department of Transportation
Roadway ID: 13000000
27 28 16 22
17 11 16 12
18 9 13 6
11 10 13 9
16 16 25 23
14 28 39 63
66 119 154 177
208 217 218 249
194 192 238
177
178
178 179 179
188 152 177 184
148 171 185 173
168 186 188 214
199 178 190 174
244 211 224 213
216 221 224 243
209 232 215 238
238 230 243 234
206 202 194 169
168 165 147 134
102 128 111 76
120 99 103 68
74 85 55 49
46 46 40 32
E
00:00 93
56
46
43
Direction:
1st 2nd 3rd 4th Total
80
144
516
892
802
713
701
677
756
741
892
904
894
945
771
614
417
390
263
164
Time Total
93
56
46
43
80
144
516
892
802
713
701
677
756
741
892
904
894
945
771
614
417
390
263
164
Combined
12514 12514
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
07:00
16:45
07:00 892
949
949
892
949
949
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0035 SR 54 WEST OF MEADOWPOINTE
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 26, 2006Florida Department of Transportation
Roadway ID: 13000000
28 28 19 19
18 15 14 11
15 8 13 9
11 11 13 8
15 19 26 23
23 25 44 63
73 118 165 190
203 215 222 243
203 199 226
198
203
177 185 186
189 165 178 198
160 188 180 167
172 181 186 199
207 194 205 190
237 202 218 218
229 230 238 246
237 234 231 243
247 226 241 228
209 207 198 184
172 154 154 137
112 121 112 92
105 91 95 69
72 82 57 47
47 46 38 34
E
00:00 94
58
45
43
Direction:
1st 2nd 3rd 4th Total
83
155
546
883
831
746
730
695
738
796
875
943
945
942
798
617
437
360
258
165
Time Total
94
58
45
43
83
155
546
883
831
746
730
695
738
796
875
943
945
942
798
617
437
360
258
165
Combined
12783 12783
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
07:00
16:45
07:00 883
957
957
883
957
957
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0029 SR 54 EAST OF RONNOCH BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
7 9 7 9
7 13 17 10
6 10 5 7
13 10 11 15
24 21 25 40
51 64 86 133
162 175 205 174
200 234 208 195
171 178 167
160
189
144 167 180
162 162 176 187
172 157 158 169
172 176 182 139
153 169 165 193
164 191 187 179
171 179 147 173
200 209 171 191
193 202 200 162
167 169 159 136
110 100 88 89
97 61 73 83
67 70 82 67
42 40 44 25
25 22 23 15
W
00:00 32
47
28
49
Direction:
1st 2nd 3rd 4th Total
110
334
716
837
705
651
687
656
669
680
721
670
771
757
631
387
314
286
151
85
Time Total
32
47
28
49
110
334
716
837
705
651
687
656
669
680
721
670
771
757
631
387
314
286
151
85
Combined
10974 10974
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:00 07:00
16:45
07:00
16:45
07:00 837
786
837
837
786
837
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0029 SR 54 EAST OF RONNOCH BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
17 7 13 12
8 6 8 14
10 8 9 4
13 11 20 14
12 16 32 33
52 80 79 127
164 178 201 191
202 207 183 166
168 204 171
213
151
142 169 187
151 184 180 157
159 176 174 186
180 162 165 150
174 162 168 154
166 161 158 189
176 174 181 167
178 203 184 224
182 214 180 198
151 167 161 141
121 116 95 100
91 75 90 63
78 70 67 67
31 55 35 38
29 26 32 23
W
00:00 49
36
31
58
Direction:
1st 2nd 3rd 4th Total
93
338
734
758
694
711
672
695
657
658
674
698
789
774
620
432
319
282
159
110
Time Total
49
36
31
58
93
338
734
758
694
711
672
695
657
658
674
698
789
774
620
432
319
282
159
110
Combined
11041 11041
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
06:30
16:30
06:30 801
804
804
801
804
804
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0029 SR 54 EAST OF RONNOCH BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
18 23 21 21
12 18 21 16
12 6 8 12
8 12 12 14
17 28 27 35
53 66 104 117
151 188 189 202
192 200 187 201
154 210 179
155
174
177 160 208
178 161 197 177
155 175 171 183
179 171 148 146
171 162 174 166
161 175 187 158
140 167 172 194
178 236 216 198
197 187 198 203
176 144 159 133
112 112 93 113
100 86 75 97
80 81 66 41
49 44 39 29
29 25 25 14
W
00:00 83
67
38
46
Direction:
1st 2nd 3rd 4th Total
107
340
730
780
717
700
713
684
644
673
681
673
828
785
612
430
358
268
161
93
Time Total
83
67
38
46
107
340
730
780
717
700
713
684
644
673
681
673
828
785
612
430
358
268
161
93
Combined
11211 11211
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
06:30
16:15
06:30 783
847
847
783
847
847
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0030 FOXWOOD BLVD. SOUTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
3 0 2 1
1 3 1 1
0 1 0 1
3 0 3 3
0 5 6 4
9 8 11 19
24 19 16 36
28 21 17 14
20 27 9
13
15
22 13 12
18 10 12 10
13 16 12 13
11 14 13 13
9 13 11 7
13 8 10 11
13 12 11 13
12 14 17 10
9 13 11 19
18 13 15 11
15 7 10 8
9 13 7 4
5 3 3 5
3 3 4 4
2 2 1 3
N
00:00 6
6
2
9
Direction:
1st 2nd 3rd 4th Total
15
47
95
80
71
60
50
54
51
40
42
49
53
52
57
40
33
16
14
8
Time Total
6
6
2
9
15
47
95
80
71
60
50
54
51
40
42
49
53
52
57
40
33
16
14
8
Combined
950 950
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
17:45
06:45
17:45
06:45 102
65
102
102
65
102
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0030 FOXWOOD BLVD. SOUTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 2 1 1
1 1 0 1
0 4 1 1
1 0 3 2
3 5 7 7
7 14 15 18
20 21 20 29
22 25 23 22
26 24 17
10
13
16 15 14
12 10 11 13
8 13 11 20
9 10 15 18
14 11 5 10
15 9 18 6
12 11 15 5
18 9 16 12
14 14 16 11
15 14 11 16
8 12 6 3
8 10 9 6
7 9 5 2
4 4 5 1
5 4 0 3
N
00:00 4
3
6
6
Direction:
1st 2nd 3rd 4th Total
22
54
90
92
80
55
46
52
52
40
48
43
55
55
56
29
33
23
14
12
Time Total
4
3
6
6
22
54
90
92
80
55
46
52
52
40
48
43
55
55
56
29
33
23
14
12
Combined
970 970
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
12:30
06:45
12:30
06:45 99
58
99
99
58
99
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0030 FOXWOOD BLVD. SOUTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
4 2 2 0
1 2 1 1
2 0 2 0
1 2 1 0
1 3 5 10
9 11 9 15
20 28 19 23
21 25 26 18
28 27 13
13
22
24 19 17
16 9 6 11
10 16 9 10
14 6 13 10
12 13 16 20
14 13 8 12
10 18 15 11
17 12 10 8
17 9 15 7
14 19 11 13
10 15 8 11
8 5 13 9
11 8 2 2
3 6 4 3
5 2 2 1
N
00:00 8
5
4
4
Direction:
1st 2nd 3rd 4th Total
19
44
90
90
90
73
42
45
43
61
47
54
47
48
57
44
35
23
16
10
Time Total
8
5
4
4
19
44
90
90
90
73
42
45
43
61
47
54
47
48
57
44
35
23
16
10
Combined
999 999
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:30 07:30
13:15
07:30
13:15
07:30 99
63
99
99
63
99
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0031 RONNOCH BLVD. NORTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 0 0 0
0 1 0 0
1 0 1 1
0 0 0 3
0 0 2 0
0 1 5 9
11 13 10 22
17 4 16 11
15 15 6
9
13
3 7 4
7 3 3 4
6 5 5 3
3 3 2 5
2 2 4 4
7 3 4 4
2 8 10 4
2 10 6 5
6 6 8 2
2 5 5 6
2 5 12 1
4 2 1 3
4 1 2 1
1 1 1 0
1 0 0 0
S
00:00 0
1
3
3
Direction:
1st 2nd 3rd 4th Total
2
15
56
48
49
23
17
19
13
12
18
24
23
22
18
20
10
8
3
1
Time Total
0
1
3
3
2
15
56
48
49
23
17
19
13
12
18
24
23
22
18
20
10
8
3
1
Combined
408 408
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:15 06:15
16:15
06:15
16:15
06:15 62
27
62
62
27
62
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0031 RONNOCH BLVD. NORTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 1 0 0
0 0 1 0
1 1 0 0
0 3 0 1
2 0 4 1
1 2 4 6
9 9 17 19
14 9 16 12
18 12 7
8
12
6 6 3
5 5 6 4
7 4 4 4
5 1 3 4
4 7 3 3
5 8 6 4
6 11 4 6
4 9 5 1
6 8 6 6
6 8 10 6
6 9 3 10
2 5 6 1
3 4 1 1
0 3 3 1
1 0 0 0
S
00:00 1
1
2
4
Direction:
1st 2nd 3rd 4th Total
7
13
54
51
49
23
20
19
13
17
23
27
19
26
30
28
14
9
7
1
Time Total
1
1
2
4
7
13
54
51
49
23
20
19
13
17
23
27
19
26
30
28
14
9
7
1
Combined
458 458
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:15 06:15
18:30
06:15
18:30
06:15 59
31
59
59
31
59
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0031 RONNOCH BLVD. NORTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
0 0 1 0
0 1 0 1
0 1 0 0
0 0 1 1
0 2 4 4
1 2 3 4
12 14 7 18
16 6 15 14
14 13 11
6
13
6 3 9
9 4 4 6
4 4 2 4
6 0 9 7
3 6 5 4
7 2 4 2
5 8 7 5
8 8 10 2
7 4 6 5
9 6 7 6
5 9 5 5
4 5 9 3
6 4 1 2
2 4 1 4
1 3 0 0
S
00:00 1
2
1
2
Direction:
1st 2nd 3rd 4th Total
10
10
51
51
51
24
23
14
22
18
15
25
28
22
28
24
21
13
11
4
Time Total
1
2
1
2
10
10
51
51
51
24
23
14
22
18
15
25
28
22
28
24
21
13
11
4
Combined
471 471
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:30 07:30
15:45
07:30
15:45
07:30 56
31
56
56
31
56
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0032 SR 54 WEST OF RONNOCH BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
29 22 15 20
19 13 16 12
21 11 10 7
9 12 17 7
17 20 24 22
15 28 37 57
67 105 136 178
199 200 206 226
214 170 208
188
186
173 173 168
178 143 167 170
171 179 165 162
164 171 171 199
199 168 167 166
219 186 222 209
214 223 224 265
231 246 233 247
267 274 256 246
232 220 198 176
182 166 144 147
104 126 105 78
118 100 106 68
73 83 58 53
44 44 43 37
E
00:00 86
60
49
45
Direction:
1st 2nd 3rd 4th Total
83
137
486
831
778
702
658
677
705
700
836
926
957
1043
826
639
413
392
267
168
Time Total
86
60
49
45
83
137
486
831
778
702
658
677
705
700
836
926
957
1043
826
639
413
392
267
168
Combined
12464 12464
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
07:15
16:45
07:15 846
1044
1044
846
1044
1044
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0032 SR 54 WEST OF RONNOCH BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
29 28 22 20
16 24 12 8
9 4 14 11
11 17 10 9
15 20 24 24
25 31 54 66
81 111 143 182
183 179 201 212
189 189 192
203
194
157 183 173
174 154 170 179
160 180 162 146
163 160 149 178
158 188 183 195
193 160 241 222
216 221 246 248
242 258 263 238
259 242 231 270
234 231 225 206
180 168 153 148
129 129 117 118
113 100 105 104
103 79 97 62
63 43 56 49
E
00:00 99
60
38
47
Direction:
1st 2nd 3rd 4th Total
83
176
517
775
764
716
677
648
650
724
816
931
1001
1002
896
649
493
422
341
211
Time Total
99
60
38
47
83
176
517
775
764
716
677
648
650
724
816
931
1001
1002
896
649
493
422
341
211
Combined
12736 12736
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
07:30
16:15
07:30 791
1018
1018
791
1018
1018
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0032 SR 54 WEST OF RONNOCH BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 14, 2006Florida Department of Transportation
Roadway ID: 13000000
40 33 17 33
17 21 13 18
11 15 13 14
14 10 14 9
12 20 17 24
25 25 37 59
70 101 156 179
188 194 225 206
172 164 225
150
182
155 193 193
198 179 164 131
155 161 145 175
151 201 189 195
186 188 165 176
235 191 216 193
242 214 251 253
241 273 255 251
270 246 259 234
241 210 227 199
187 166 144 167
145 126 131 117
129 88 80 66
72 73 65 39
51 43 33 34
E
00:00 123
69
53
47
Direction:
1st 2nd 3rd 4th Total
73
146
506
813
743
691
672
636
736
715
835
960
1020
1009
877
664
519
363
249
161
Time Total
123
69
53
47
73
146
506
813
743
691
672
636
736
715
835
960
1020
1009
877
664
519
363
249
161
Combined
12680 12680
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
07:00
16:15
07:00 813
1049
1049
813
1049
1049
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0026 SR 54 EAST OF RIVERSIDE CROSSING BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
8 13 16 9
4 9 4 7
11 11 11 15
28 19 22 39
47 65 81 123
153 160 193 164
177 222 186 191
167 169 155 185
158 150 166
160
180
168 176 187
168 160 156 170
177 180 192 140
157 170 171 199
181 187 184 179
176 188 150 180
196 221 180 192
200 218 216 171
184 168 166 132
117 101 92 99
94 58 72 85
72 65 80 66
43 38 47 27
27 21 23 16
16 8 14 12
W
00:00 46
24
48
108
Direction:
1st 2nd 3rd 4th Total
316
670
776
676
654
691
654
689
697
731
694
789
805
650
409
309
283
155
87
50
Time Total
46
24
48
108
316
670
776
676
654
691
654
689
697
731
694
789
805
650
409
309
283
155
87
50
Combined
11011 11011
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
06:00
15:45
06:00 776
826
826
776
826
826
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0026 SR 54 EAST OF RIVERSIDE CROSSING BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
9 5 9 14
10 9 9 4
14 12 20 12
10 15 31 30
52 81 71 113
157 169 175 179
190 187 179 155
164 181 157 181
195 141 168
155
189
183 182 158
162 182 171 194
174 165 170 144
180 167 177 153
165 169 160 192
180 179 183 178
179 205 191 227
198 225 189 213
159 177 162 143
119 110 94 106
85 76 86 64
80 65 69 62
30 59 34 37
28 24 29 20
18 25 19 23
W
00:00 37
32
58
86
Direction:
1st 2nd 3rd 4th Total
317
680
711
683
693
678
709
653
677
686
720
802
825
641
429
311
276
160
101
85
Time Total
37
32
58
86
317
680
711
683
693
678
709
653
677
686
720
802
825
641
429
311
276
160
101
85
Combined
11050 11050
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:30 15:30
15:30
05:45
15:30
05:45 735
841
841
735
841
841
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0026 SR 54 EAST OF RIVERSIDE CROSSING BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
11 20 20 18
10 6 9 13
9 11 12 14
17 29 28 30
54 61 101 112
138 180 170 193
183 187 185 184
152 192 169 173
154 178 157
165
210
157 207 179
164 180 178 188
182 174 146 143
169 171 178 162
162 175 184 154
147 173 180 205
186 240 221 204
206 196 213 210
175 150 165 151
115 107 89 104
96 82 84 95
85 85 66 65
48 46 40 27
28 24 30 14
9 10 8 12
W
00:00 69
38
46
104
Direction:
1st 2nd 3rd 4th Total
328
681
739
686
699
708
710
645
680
675
705
851
825
641
415
357
301
161
96
39
Time Total
69
38
46
104
328
681
739
686
699
708
710
645
680
675
705
851
825
641
415
357
301
161
96
39
Combined
11199 11199
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:15 15:15
15:15
05:45
15:15
05:45 748
871
871
748
871
871
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0027 RIVERSIDE CROSSING NORTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
1 1 0 0
0 1 1 2
3 2 1 2
1 1 1 0
1 2 8 2
7 8 11 24
25 40 29 48
51 41 47 20
33 43 38
23
30
12 23 7
13 17 16 18
17 22 22 13
20 14 7 16
13 14 12 8
12 18 25 17
13 18 20 17
22 8 14 16
18 12 10 15
18 16 18 10
18 6 10 7
10 7 9 5
10 7 12 2
4 4 2 3
3 5 4 0
S
00:00 2
4
8
3
Direction:
1st 2nd 3rd 4th Total
13
50
142
159
144
65
64
74
57
47
72
68
60
55
62
41
31
31
13
12
Time Total
2
4
8
3
13
50
142
159
144
65
64
74
57
47
72
68
60
55
62
41
31
31
13
12
Combined
1277 1277
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
15:15
06:45
15:15
06:45 187
77
187
187
77
187
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0027 RIVERSIDE CROSSING NORTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
1 1 0 0
0 1 0 1
1 1 2 0
0 0 7 0
2 1 7 4
6 8 18 24
16 45 39 38
47 42 36 28
28 56 23
21
18
14 18 19
14 16 21 17
17 15 21 17
22 12 17 10
14 12 10 18
11 14 16 16
15 9 15 9
26 10 23 19
10 7 15 27
12 20 27 21
12 13 13 12
12 8 13 8
5 12 8 4
7 8 5 4
7 3 8 4
S
00:00 2
2
4
7
Direction:
1st 2nd 3rd 4th Total
14
56
138
153
125
72
68
70
61
54
57
48
78
59
80
50
41
29
24
22
Time Total
2
2
4
7
14
56
138
153
125
72
68
70
61
54
57
48
78
59
80
50
41
29
24
22
Combined
1314 1314
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:15 06:15
17:45
06:15
17:45
06:15 169
86
169
169
86
169
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0027 RIVERSIDE CROSSING NORTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
2 1 2 1
2 1 2 1
0 1 2 0
0 2 2 0
3 1 3 7
7 11 15 18
22 34 36 33
47 33 36 31
35 43 25
27
20
21 26 27
25 15 18 12
17 21 11 16
17 15 19 20
13 13 14 19
13 28 10 21
9 5 15 9
18 18 19 17
18 16 19 19
16 19 21 11
16 13 15 17
16 16 6 8
5 13 5 7
10 3 6 2
4 2 1 1
S
00:00 6
6
3
4
Direction:
1st 2nd 3rd 4th Total
14
51
125
147
123
101
70
65
71
59
72
38
72
72
67
61
46
30
21
8
Time Total
6
6
3
4
14
51
125
147
123
101
70
65
71
59
72
38
72
72
67
61
46
30
21
8
Combined
1332 1332
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:15 06:15
17:45
06:15
17:45
06:15 150
75
150
150
75
150
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0028 SR 54 WEST OF RIVERSIDE CROSSING BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
23 22 16 18
16 13 14 13
16 9 11 7
10 9 13 4
16 19 27 25
18 29 39 61
69 121 154 195
213 228 220 247
231 189 214
192
188
185 180 168
184 141 159 171
168 175 175 164
153 177 176 203
191 160 176 168
204 181 212 203
208 216 228 251
229 224 230 225
256 251 230 241
214 184 187 161
154 145 134 126
96 110 100 78
102 82 95 60
61 77 55 46
41 41 35 26
E
00:00 79
56
43
36
Direction:
1st 2nd 3rd 4th Total
87
147
539
908
822
725
655
682
709
695
800
903
908
978
746
559
384
339
239
143
Time Total
79
56
43
36
87
147
539
908
822
725
655
682
709
695
800
903
908
978
746
559
384
339
239
143
Combined
12182 12182
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
17:00 17:00
17:00
07:15
17:00
07:15 926
978
978
926
978
978
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0028 SR 54 WEST OF RIVERSIDE CROSSING BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
25 29 17 19
16 22 12 6
10 6 9 9
11 11 11 10
16 23 28 29
27 29 56 70
85 121 162 204
201 193 218 226
207 214 197
209
216
167 185 180
177 156 174 179
165 180 159 146
162 161 160 174
158 187 189 195
180 149 238 196
199 206 247 251
243 237 255 216
247 225 223 236
218 197 202 184
161 154 133 112
108 114 99 102
92 86 95 86
94 65 69 55
54 34 51 41
E
00:00 90
56
34
43
Direction:
1st 2nd 3rd 4th Total
96
182
572
838
834
741
686
650
657
729
763
903
951
931
801
560
423
359
283
180
Time Total
90
56
34
43
96
182
572
838
834
741
686
650
657
729
763
903
951
931
801
560
423
359
283
180
Combined
12362 12362
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
07:30
15:45
07:30 865
986
986
865
986
986
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0028 SR 54 WEST OF RIVERSIDE CROSSING BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
35 28 18 22
16 18 15 18
12 10 14 13
13 12 13 8
12 18 21 30
26 27 41 66
73 115 174 188
202 215 240 215
187 172 235
163
186
152 196 200
209 177 163 133
158 157 153 178
155 194 186 191
172 188 153 171
228 182 212 179
212 204 245 250
232 251 257 222
270 237 244 211
226 203 200 175
174 151 145 143
127 100 124 93
105 96 110 59
51 74 52 40
48 32 31 33
E
00:00 103
67
49
46
Direction:
1st 2nd 3rd 4th Total
81
160
550
872
780
711
682
646
726
684
801
911
962
962
804
613
444
370
217
144
Time Total
103
67
49
46
81
160
550
872
780
711
682
646
726
684
801
911
962
962
804
613
444
370
217
144
Combined
12385 12385
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
07:00
16:15
07:00 872
1000
1000
872
1000
1000
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0023 SR 54 EAST OF FOXRIDGE BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
8 6 11 13
11 11 20 8
4 9 4 7
13 7 15 19
21 21 31 36
60 66 89 127
159 151 171 169
175 206 162 187
153 170 167
148
157
155 161 162
166 169 188 153
182 168 145 173
179 187 168 146
156 195 160 182
195 174 181 179
191 148 188 209
187 219 190 190
208 205 202 177
201 164 152 112
125 96 100 87
95 61 96 81
61 79 75 62
34 48 40 24
26 19 20 22
W
00:00 38
50
24
54
Direction:
1st 2nd 3rd 4th Total
109
342
650
730
647
626
676
668
680
693
729
736
786
792
629
408
333
277
146
87
Time Total
38
50
24
54
109
342
650
730
647
626
676
668
680
693
729
736
786
792
629
408
333
277
146
87
Combined
10910 10910
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
07:00
16:15
07:00 730
807
807
730
807
807
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0023 SR 54 EAST OF FOXRIDGE BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
8 11 19 10
9 7 14 9
12 7 9 7
13 17 11 11
14 21 28 42
64 60 86 128
158 170 152 178
166 179 171 148
168 196 167
144
190
133 185 159
174 166 170 161
162 188 161 183
174 178 158 169
168 161 162 180
144 167 184 172
172 176 199 181
189 197 202 194
227 208 203 180
179 164 152 133
112 100 109 95
86 89 77 65
76 68 78 50
38 54 32 32
31 16 33 18
W
00:00 48
39
35
52
Direction:
1st 2nd 3rd 4th Total
105
338
658
664
721
621
671
694
679
671
667
728
782
818
628
416
317
272
156
98
Time Total
48
39
35
52
105
338
658
664
721
621
671
694
679
671
667
728
782
818
628
416
317
272
156
98
Combined
10878 10878
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
08:00
16:45
08:00 721
832
832
721
832
832
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0023 SR 54 EAST OF FOXRIDGE BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
21 30 24 14
12 19 22 16
6 7 12 11
8 9 12 14
24 31 28 41
46 73 99 119
152 176 173 186
160 211 163 168
174 177 154
166
176
153 177 186
160 181 180 175
156 162 175 189
174 140 156 168
158 184 183 153
158 173 166 168
145 177 204 197
215 224 207 202
197 217 222 196
162 154 159 136
109 94 96 95
86 101 86 94
89 79 72 65
46 47 36 25
25 25 20 12
W
00:00 89
69
36
43
Direction:
1st 2nd 3rd 4th Total
124
337
687
702
681
682
696
682
638
678
665
723
848
832
611
394
367
305
154
82
Time Total
89
69
36
43
124
337
687
702
681
682
696
682
638
678
665
723
848
832
611
394
367
305
154
82
Combined
11125 11125
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:00 16:00
16:00
06:30
16:00
06:30 730
848
848
730
848
848
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0024 FOXRIDGE BLVD. SOUTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
2 2 0 0
0 2 1 0
0 0 3 0
0 1 2 1
1 1 2 0
3 4 8 8
15 20 25 23
30 18 29 17
19 15 16
17
12
12 7 10
6 7 7 16
9 3 8 15
11 8 16 6
11 7 16 9
11 11 9 11
16 9 11 16
20 9 8 14
14 18 13 16
19 18 8 7
16 8 5 9
3 10 3 8
10 7 1 6
1 1 6 4
1 2 2 3
N
00:00 4
3
3
4
Direction:
1st 2nd 3rd 4th Total
4
23
83
94
62
46
36
35
41
43
42
52
51
61
52
38
24
24
12
8
Time Total
4
3
3
4
4
23
83
94
62
46
36
35
41
43
42
52
51
61
52
38
24
24
12
8
Combined
845 845
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:45 06:45
17:15
06:45
17:15
06:45 100
66
100
100
66
100
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0024 FOXRIDGE BLVD. SOUTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
1 4 3 0
0 1 1 0
1 2 1 0
0 0 1 1
3 1 5 3
6 7 11 11
14 17 25 28
30 20 16 17
19 19 16
11
7
10 16 14
8 7 4 11
10 3 6 10
8 8 6 8
11 11 9 9
13 6 11 10
9 5 11 12
10 9 8 11
10 13 12 16
13 12 14 11
6 10 11 15
6 4 2 7
9 5 8 8
4 4 2 0
3 2 4 5
N
00:00 8
2
4
2
Direction:
1st 2nd 3rd 4th Total
12
35
84
83
61
51
30
29
30
40
40
37
38
51
50
42
19
30
10
14
Time Total
8
2
4
2
12
35
84
83
61
51
30
29
30
40
40
37
38
51
50
42
19
30
10
14
Combined
802 802
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:30 06:30
17:45
06:30
17:45
06:30 103
55
103
103
55
103
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0024 FOXRIDGE BLVD. SOUTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
3 2 0 3
0 2 4 0
0 1 1 1
1 5 3 0
1 1 2 1
5 7 11 10
11 14 19 24
30 25 11 16
22 17 17
15
15
11 12 12
10 14 7 16
8 7 7 7
7 5 11 10
7 8 9 6
19 10 6 8
11 13 15 5
13 16 8 15
13 9 15 14
8 13 20 12
6 9 9 5
9 8 13 7
8 8 5 6
3 1 6 2
5 3 1 0
N
00:00 8
6
3
9
Direction:
1st 2nd 3rd 4th Total
5
33
68
82
71
50
47
29
33
30
43
44
52
51
53
29
37
27
12
9
Time Total
8
6
3
9
5
33
68
82
71
50
47
29
33
30
43
44
52
51
53
29
37
27
12
9
Combined
831 831
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
06:30 06:30
17:45
06:30
17:45
06:30 98
55
98
98
55
98
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0025 SR 54 WEST OF FOXRIDGE BLVD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
23 19 15 19
16 9 13 10
12 10 10 7
7 12 9 10
7 20 32 22
18 21 41 59
67 104 146 201
200 228 251 239
233 224 220
195
185
167 194 170
174 149 157 147
177 165 169 162
163 164 178 185
181 166 162 155
182 176 197 225
185 208 219 237
227 204 215 221
240 214 230 211
183 163 174 150
144 115 134 115
86 90 90 70
78 89 80 52
47 61 54 51
34 42 31 30
E
00:00 76
48
39
38
Direction:
1st 2nd 3rd 4th Total
81
139
518
918
862
726
627
673
690
664
780
849
867
895
670
508
336
299
213
137
Time Total
76
48
39
38
81
139
518
918
862
726
627
673
690
664
780
849
867
895
670
508
336
299
213
137
Combined
11653 11653
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:15 07:15
16:45
07:15
16:45
07:15 951
905
951
951
905
951
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0025 SR 54 WEST OF FOXRIDGE BLVD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
17 28 15 19
10 19 16 5
12 5 7 10
8 12 11 14
10 21 33 24
30 29 46 81
63 122 130 226
181 246 211 228
231 209 190
229
219
169 185 165
179 160 153 191
172 150 180 146
158 144 143 180
157 153 209 167
171 176 191 200
189 195 213 247
229 231 248 206
239 212 199 216
205 175 178 180
155 141 113 100
99 102 83 95
75 75 70 81
74 64 59 54
48 36 36 41
E
00:00 79
50
34
45
Direction:
1st 2nd 3rd 4th Total
88
186
541
866
849
748
683
648
625
686
738
844
914
866
738
509
379
301
251
161
Time Total
79
50
34
45
88
186
541
866
849
748
683
648
625
686
738
844
914
866
738
509
379
301
251
161
Combined
11829 11829
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
07:15
15:45
07:15 916
955
955
916
955
955
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0025 SR 54 WEST OF FOXRIDGE BLVD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
30 27 16 21
18 8 18 15
17 8 13 10
17 10 10 14
11 13 18 30
25 31 32 63
66 103 156 206
185 240 235 223
227 187 210
181
182
142 174 211
183 198 169 139
150 152 152 187
134 182 165 201
173 175 158 157
186 191 194 187
189 176 259 228
232 223 241 214
240 224 248 191
197 176 216 160
153 147 115 118
124 105 96 92
95 90 79 90
51 56 61 26
45 34 31 32
E
00:00 94
59
48
51
Direction:
1st 2nd 3rd 4th Total
72
151
531
883
806
708
689
641
682
663
758
852
910
903
749
533
417
354
194
142
Time Total
94
59
48
51
72
151
531
883
806
708
689
641
682
663
758
852
910
903
749
533
417
354
194
142
Combined
11890 11890
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:30 15:30
15:30
07:15
15:30
07:15 925
942
942
925
942
942
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0019 SR 54 EAST OF MORRIS BRIDGE RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
6 6 7 6
5 9 8 6
4 4 1 7
10 3 13 14
15 11 13 20
32 43 41 73
92 96 109 82
111 89 99 78
84 112 108
93
97
103 80 99
108 107 122 93
89 110 94 101
103 119 83 79
95 104 92 109
114 98 107 103
96 101 114 102
112 113 113 102
118 108 104 99
94 107 74 70
63 58 56 60
51 55 49 54
36 37 37 24
22 20 21 14
18 10 11 10
W
00:00 25
28
16
40
Direction:
1st 2nd 3rd 4th Total
59
189
379
377
401
375
430
394
384
400
422
413
440
429
345
237
209
134
77
49
Time Total
25
28
16
40
59
189
379
377
401
375
430
394
384
400
422
413
440
429
345
237
209
134
77
49
Combined
6252 6252
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:15 16:15
16:15
09:45
16:15
09:45 436
446
446
436
446
446
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0019 SR 54 EAST OF MORRIS BRIDGE RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
5 5 9 7
5 7 11 7
5 8 4 8
4 6 9 8
11 11 11 21
36 37 42 73
95 100 119 95
96 87 80 92
85 92 96
100
95
96 116 106
96 95 90 99
106 93 95 94
92 92 106 96
103 94 107 96
103 95 114 106
107 103 105 92
115 99 121 111
106 116 98 84
100 64 93 74
66 52 68 61
55 47 46 58
50 46 38 27
27 27 27 19
17 12 18 7
W
00:00 26
30
25
27
Direction:
1st 2nd 3rd 4th Total
54
188
409
355
368
418
380
388
386
400
418
407
446
404
331
247
206
161
100
54
Time Total
26
30
25
27
54
188
409
355
368
418
380
388
386
400
418
407
446
404
331
247
206
161
100
54
Combined
6228 6228
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
09:00
16:30
09:00 418
454
454
418
454
454
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0019 SR 54 EAST OF MORRIS BRIDGE RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
7 7 16 3
7 9 9 3
6 2 9 5
7 9 7 5
11 16 17 21
27 48 48 66
86 103 106 96
102 101 120 82
89 100 99
115
93
102 90 97
92 99 110 94
115 97 88 134
103 82 95 121
120 109 104 87
114 81 105 88
115 118 113 111
99 109 127 100
118 117 113 86
84 82 84 63
60 68 70 52
61 48 51 53
46 47 27 35
28 22 15 20
16 11 13 7
W
00:00 33
28
22
28
Direction:
1st 2nd 3rd 4th Total
65
189
391
405
381
404
395
434
401
420
388
457
435
434
313
250
213
155
85
47
Time Total
33
28
22
28
65
189
391
405
381
404
395
434
401
420
388
457
435
434
313
250
213
155
85
47
Combined
6373 6373
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
11:00
16:30
11:00 434
462
462
434
462
462
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
WDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0020 MORRIS BRIDGE RD. SOUTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
8 6 11 11
10 6 3 2
8 1 2 5
2 3 3 5
5 5 13 7
15 19 33 28
47 84 84 105
107 101 131 96
108 99 84
97
77
122 93 86
91 84 109 92
63 77 63 99
94 65 80 75
89 88 78 93
99 80 76 96
91 109 134 181
157 147 169 150
163 154 153 172
142 129 115 89
86 79 68 55
56 35 33 43
60 51 48 40
25 24 24 16
15 18 20 11
N
00:00 36
21
16
13
Direction:
1st 2nd 3rd 4th Total
30
95
320
435
368
398
376
302
314
348
351
515
623
642
475
288
167
199
89
64
Time Total
36
21
16
13
30
95
320
435
368
398
376
302
314
348
351
515
623
642
475
288
167
199
89
64
Combined
6485 6485
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
06:45
15:45
06:45 444
654
654
444
654
654
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0020 MORRIS BRIDGE RD. SOUTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
16 13 6 9
9 5 8 4
8 5 7 8
5 3 6 5
6 5 11 13
21 21 28 35
58 87 109 106
106 115 105 125
105 95 106
111
97
137 128 91
87 86 93 93
58 106 76 76
75 76 77 89
75 91 96 111
93 96 114 122
112 93 131 196
143 129 177 156
159 166 179 150
135 137 115 86
80 86 83 63
57 74 54 52
46 43 41 28
34 29 20 23
24 13 17 13
N
00:00 44
26
28
19
Direction:
1st 2nd 3rd 4th Total
35
105
360
451
403
467
359
316
317
373
425
532
605
654
473
312
237
158
106
67
Time Total
44
26
28
19
35
105
360
451
403
467
359
316
317
373
425
532
605
654
473
312
237
158
106
67
Combined
6872 6872
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:45 16:45
16:45
08:45
16:45
08:45 473
660
660
473
660
660
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0020 MORRIS BRIDGE RD. SOUTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
18 11 10 11
4 10 7 5
7 6 4 4
4 0 4 10
8 11 5 15
18 23 27 41
38 86 123 107
104 121 123 102
95 89 100
138
98
142 104 94
82 90 93 87
60 74 69 77
69 84 86 77
89 77 98 72
88 101 92 103
91 88 123 200
226 132 146 153
156 167 140 147
133 120 152 101
76 80 63 61
53 55 44 49
43 52 45 43
30 21 22 20
20 18 17 18
N
00:00 50
26
21
18
Direction:
1st 2nd 3rd 4th Total
39
109
354
450
382
478
352
280
316
336
384
502
657
610
506
280
201
183
93
73
Time Total
50
26
21
18
39
109
354
450
382
478
352
280
316
336
384
502
657
610
506
280
201
183
93
73
Combined
6700 6700
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
08:45
15:45
08:45 482
704
704
482
704
704
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
NDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0021 MORRIS BRIDGE RD. NORTH OF SR 54
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
6 2 6 9
5 7 7 2
4 3 6 2
3 8 5 3
10 11 15 23
32 47 55 84
96 102 168 138
144 136 153 160
137 142 142
117
142
150 99 131
132 134 104 113
122 112 107 117
117 124 123 130
103 109 132 115
142 131 134 126
154 131 153 137
161 116 144 118
158 157 129 125
114 117 106 69
77 60 65 59
58 42 46 54
33 36 40 26
26 26 15 14
22 14 12 10
S
00:00 23
21
15
19
Direction:
1st 2nd 3rd 4th Total
59
218
504
593
563
497
483
458
494
459
533
575
539
569
406
261
200
135
81
58
Time Total
23
21
15
19
59
218
504
593
563
497
483
458
494
459
533
575
539
569
406
261
200
135
81
58
Combined
7763 7763
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
07:00 07:00
15:15
07:00
15:15
07:00 593
582
593
593
582
593
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0021 MORRIS BRIDGE RD. NORTH OF SR 54
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
8 6 6 6
2 6 8 4
2 4 2 4
8 10 6 5
7 13 14 27
30 30 77 79
98 108 151 137
147 136 132 98
171 144 122
119
139
122 136 100
136 105 113 101
112 122 108 131
129 130 112 111
114 117 94 122
124 131 132 129
122 153 154 131
131 122 118 146
142 133 136 124
134 114 103 104
83 66 89 66
63 46 42 53
42 30 46 30
24 30 23 18
25 26 20 12
S
00:00 26
20
12
29
Direction:
1st 2nd 3rd 4th Total
61
216
494
513
576
477
455
473
482
447
516
560
517
535
455
304
204
148
95
83
Time Total
26
20
12
29
61
216
494
513
576
477
455
473
482
447
516
560
517
535
455
304
204
148
95
83
Combined
7698 7698
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
08:00 08:00
15:15
08:00
15:15
08:00 576
569
576
576
569
576
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0021 MORRIS BRIDGE RD. NORTH OF SR 54
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
14 14 19 6
5 11 13 9
4 4 6 0
7 5 4 7
13 12 13 20
28 47 52 78
104 119 152 156
127 154 127 148
144 134 138
142
121
126 151 123
109 132 111 117
132 122 122 131
154 113 127 132
123 107 111 134
118 136 122 146
126 134 146 134
141 159 154 138
178 177 143 113
126 112 106 96
65 77 73 70
58 65 66 53
50 42 45 36
38 33 15 14
17 16 11 8
S
00:00 53
38
14
23
Direction:
1st 2nd 3rd 4th Total
58
205
531
556
537
542
469
507
526
475
522
540
592
611
440
285
242
173
100
52
Time Total
53
38
14
23
58
205
531
556
537
542
469
507
526
475
522
540
592
611
440
285
242
173
100
52
Combined
8091 8091
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
16:30 16:30
16:30
06:30
16:30
06:30 589
647
647
589
647
647
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
SDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0022 SR 54 WEST OF MORRIS BRIDGE RD.
May 23, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
22 14 12 14
15 7 11 9
12 8 9 6
5 11 13 6
16 12 26 22
20 23 51 60
77 94 146 204
207 207 221 215
240 208 208
193
203
189 184 171
166 151 159 152
181 151 172 180
144 177 166 178
186 166 175 136
193 175 201 217
179 199 197 248
244 216 190 220
211 197 208 184
173 139 153 154
130 108 106 106
72 100 76 58
86 72 74 40
40 54 42 46
36 31 24 27
E
00:00 62
42
35
35
Direction:
1st 2nd 3rd 4th Total
76
154
521
850
859
737
628
684
665
663
786
823
870
800
619
450
306
272
182
118
Time Total
62
42
35
35
76
154
521
850
859
737
628
684
665
663
786
823
870
800
619
450
306
272
182
118
Combined
11237 11237
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:30 15:30
15:30
07:30
15:30
07:30 884
905
905
884
905
905
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0022 SR 54 WEST OF MORRIS BRIDGE RD.
May 24, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
20 25 13 20
8 15 18 4
9 6 6 8
7 10 9 11
21 15 26 25
27 33 52 78
69 119 147 197
171 222 204 197
199 232 193
231
211
162 173 148
182 157 163 176
153 141 193 151
172 150 140 182
140 156 174 169
166 166 217 195
186 183 226 229
217 218 242 192
240 188 184 174
179 148 152 172
125 104 111 85
93 98 81 94
74 58 61 77
60 67 48 37
45 22 40 29
E
00:00 78
45
29
37
Direction:
1st 2nd 3rd 4th Total
87
190
532
794
835
714
678
638
644
639
744
824
869
786
651
425
366
270
212
136
Time Total
78
45
29
37
87
190
532
794
835
714
678
638
644
639
744
824
869
786
651
425
366
270
212
136
Combined
11223 11223
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
08:15
15:45
08:15 867
906
906
867
906
906
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
0022 SR 54 WEST OF MORRIS BRIDGE RD.
May 25, 2006 00:00
Station
Start Date Start Time
Site Description:13
County
June 13, 2006Florida Department of Transportation
Roadway ID: 13000000
23 19 17 18
12 12 15 15
10 10 13 13
10 9 10 13
12 14 22 30
31 31 37 68
57 106 153 198
169 207 265 199
203 170 231
177
165
136 162 180
171 198 178 151
139 170 146 185
128 181 195 189
149 182 155 151
223 185 209 168
191 170 206 228
220 239 241 186
240 218 222 193
161 170 181 141
134 118 115 121
106 79 103 94
85 74 69 79
62 54 56 22
35 29 25 25
E
00:00 77
54
46
42
Direction:
1st 2nd 3rd 4th Total
78
167
514
840
769
655
698
640
693
637
785
795
886
873
653
488
382
307
194
114
Time Total
77
54
46
42
78
167
514
840
769
655
698
640
693
637
785
795
886
873
653
488
382
307
194
114
Combined
11387 11387
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Hour Volume
15:45 15:45
15:45
07:15
15:45
07:15 874
928
928
874
928
928
24 Hour Total
¼ ¼ ¼ ¼
Peak Information
EDirection: Combined Directions
A.M.
P.M.
Daily
Hour VolumeHour Volume
APPENDIX B
Adjustments For AADTs &
Turning Movement
Count Summaries
NB
Lef
tN
B T
hru
NB
Rig
htS
B L
eft
SB
Thr
uS
B R
ight
WB
Lef
tW
B T
hru
WB
Rig
htE
B L
eft
EB
Thr
uE
B R
ight
INT
Tota
lO
ld P
asco
Rd.
(Raw
)0
00
358
026
90
341
6620
944
60
1689
Old
Pas
co R
d. (A
djus
ted)
Gat
eway
Blv
d. (R
aw)
120
120
00
023
459
00
811
614
31G
atew
ay B
lvd.
(Adj
uste
d)
Oak
ley
Blv
d. (R
aw)
00
00
010
60
506
7746
886
016
21O
akle
y B
lvd.
(Adj
uste
d)
I-75
SB
Ram
p (R
aw)
00
012
90
7062
646
90
049
858
123
73I-7
5 S
B R
amp
(Adj
uste
d)0
00
130
071
632
474
00
503
587
2397
I-75
NB
Ram
p (R
aw)
140
044
80
00
093
382
9959
90
2301
I-75
NB
Ram
p (A
djus
ted)
141
045
20
00
094
283
100
605
023
24
Bru
ce B
. Dow
ns B
lvd.
(Raw
)15
52
370
52
237
084
59
977
719
127
37B
ruce
B. D
owns
Blv
d. (A
djus
ted)
Poi
nt P
leas
ant B
lvd.
(Raw
)0
00
140
360
1254
1238
1107
024
61P
oint
Ple
asan
t Blv
d. (A
djus
ted)
Wes
ley
Bro
ok D
r. (R
aw)
00
017
070
011
8016
1211
010
2396
Wes
ley
Bro
ok D
r. (A
djus
ted)
Sad
dleb
rook
Way
(Raw
)53
026
00
038
1146
00
1114
6924
46S
addl
ebro
ok W
ay (A
djus
ted)
Boy
ette
Rd.
(Raw
)0
00
360
190
093
226
247
826
022
57B
oyet
te R
d. (A
djus
ted)
Cur
ley
Rd.
(Raw
)4
21
159
234
05
690
162
223
642
322
33C
urle
y R
d. (A
djus
ted)
Sm
ith R
d. (R
aw)
70
50
00
784
00
082
121
1701
Sm
ith R
d. (A
djus
ted)
Mea
dow
Poi
nt (R
aw)
700
930
00
118
803
00
684
126
1894
Mea
dow
Poi
nt (A
djus
ted)
Foxw
ood/
Ron
noch
Blv
d. (R
aw)
761
4320
063
784
74
1481
022
1907
Foxw
ood/
Ron
noch
Blv
d. (A
djus
ted)
811
4621
067
789
84
1585
923
2021
Riv
ersi
de C
ross
ing
(Raw
)0
00
420
109
067
00
1981
80
1658
Riv
ersi
de C
ross
ing
(Adj
uste
d)
Fox
Rid
ge B
lvd.
(Raw
)37
256
60
89
663
419
863
1416
81Fo
x R
idge
Blv
d. (A
djus
ted)
New
Riv
er R
d. (R
aw)
300
540
00
2560
60
079
476
1585
New
Riv
er R
d. (A
djus
ted)
320
580
00
2764
80
085
081
1696
Mor
ris B
ridge
(Raw
)13
521
649
2225
526
789
245
1534
534
314
721
28M
orris
Brid
ge (A
djus
ted)
Per
the
2005
FD
OT
Traf
fic C
D fo
r Pas
co C
ount
y -
A P
eak
Sea
son
fact
or o
f 1.0
0 (A
djus
ted
Cou
nts
equa
l to
Raw
Cou
nts)
was
use
d on
all
coun
ts e
xcep
t the
follo
win
g:I-7
5 N
B/S
B R
amps
1.01
Foxw
ood/
Ron
noch
Blv
d.1.
06N
ew R
iver
Rd.
1.07
Thes
e ar
e th
e P
eak
Hou
r (7-
8 A
M) p
eak
seas
on a
djus
ted
turn
ing
mov
emen
t cou
nts
cond
ucte
d in
May
200
6.S
even
of t
he 8
loca
tions
had
a p
eak
hour
from
7-8
AM
. For
con
sist
ency
, the
pea
k ho
ur o
f 7-8
AM
was
use
d.
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
2006
Pea
k Se
ason
Adj
uste
d Vo
lum
es fo
r the
SR
54
Cor
ridor
(7-8
AM
Ana
lysi
s H
our)
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
NB
Lef
tN
B T
hru
NB
Rig
htS
B L
eft
SB
Thr
uS
B R
ight
WB
Lef
tW
B T
hru
WB
Rig
htE
B L
eft
EB
Thr
uE
B R
ight
INT
Tota
lO
ld P
asco
Rd.
(Raw
)0
00
254
024
10
565
309
378
351
020
98O
ld P
asco
Rd.
(Adj
uste
d)
Gat
eway
Blv
d. (R
aw)
90
480
00
111
972
00
616
1517
71G
atew
ay B
lvd.
(Adj
uste
d)
Oak
ley
Blv
d. (R
aw)
00
00
098
010
6833
992
710
023
07O
akle
y B
lvd.
(Adj
uste
d)
I-75
SB
Ram
p (R
aw)
00
096
011
651
213
780
044
825
628
06I-7
5 S
B R
amp
(Adj
uste
d)0
00
970
117
517
1392
00
452
259
2834
I-75
NB
Ram
p (R
aw)
571
058
40
00
012
3716
143
404
030
00I-7
5 N
B R
amp
(Adj
uste
d)57
70
590
00
00
1249
163
4340
80
3030
Bru
ce B
. Dow
ns B
lvd.
(Raw
)43
228
486
3216
1533
387
316
3989
114
833
09B
ruce
B. D
owns
Blv
d. (A
djus
ted)
Poi
nt P
leas
ant B
lvd.
(Raw
)0
00
120
360
1269
1665
1438
028
36P
oint
Ple
asan
t Blv
d. (A
djus
ted)
Wes
ley
Bro
ok D
r. (R
aw)
00
012
027
012
2834
7913
070
2687
Wes
ley
Bro
ok D
r. (A
djus
ted)
Sad
dleb
rook
Way
(Raw
)73
053
00
017
1088
00
1359
3726
27S
addl
ebro
ok W
ay (A
djus
ted)
Boy
ette
Rd.
(Raw
)0
00
340
164
093
624
180
1178
025
16B
oyet
te R
d. (A
djus
ted)
Cur
ley
Rd.
(Raw
)6
65
117
121
51
713
121
351
834
023
70C
urle
y R
d. (A
djus
ted)
Sm
ith R
d. (R
aw)
80
90
00
484
00
093
39
1803
Sm
ith R
d. (A
djus
ted)
Mea
dow
Poi
nt (R
aw)
680
980
00
7372
50
084
249
1855
Mea
dow
Poi
nt (A
djus
ted)
Foxw
ood/
Ron
noch
Blv
d. (R
aw)
310
123
134
3585
024
5410
2310
721
74Fo
xwoo
d/R
onno
ch B
lvd.
(Adj
uste
d)33
013
31
3637
901
2557
1084
113
2304
Riv
ersi
de C
ross
ing
(Raw
)0
00
160
300
636
2794
860
016
63R
iver
side
Cro
ssin
g (A
djus
ted)
Fox
Rid
ge B
lvd.
(Raw
)22
035
101
3352
770
1223
854
3518
47Fo
x R
idge
Blv
d. (A
djus
ted)
New
Riv
er R
d. (R
aw)
270
500
00
5480
90
081
551
1806
New
Riv
er R
d. (A
djus
ted)
290
540
00
5886
60
087
255
1932
Mor
ris B
ridge
(Raw
)19
331
312
855
215
281
7129
823
325
306
139
2347
Mor
ris B
ridge
(Adj
uste
d)
Per
the
2005
FD
OT
Traf
fic C
D fo
r Pas
co C
ount
y -
A P
eak
Sea
son
fact
or o
f 1.0
0 (A
djus
ted
Cou
nts
equa
l to
Raw
Cou
nts)
was
use
d on
all
coun
ts e
xcep
t the
follo
win
g:I-7
5 N
B/S
B R
amps
1.01
Foxw
ood/
Ron
noch
Blv
d.1.
06N
ew R
iver
Rd.
1.07
2006
Pea
k Se
ason
Adj
uste
d Vo
lum
es fo
r the
SR
54
Cor
ridor
(5-6
PM
Ana
lysi
s H
our)
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Sam
e as
Raw
Pea
k H
ours
Left
Thru
Rig
htTo
tal
Left
Thru
Rig
htTo
tal
Tota
l N/S
Left
Thru
Rig
htTo
tal
Left
Thru
Rig
htTo
tal
Tota
l W/E
7:00
- 8:
00 a
m72
141
114
190
5978
192
779
94
810
1376
421
798
1608
8:00
- 9:
00 a
m59
020
7915
049
6414
35
784
979
818
774
2882
016
189:
00 -
10:
00 a
m48
013
6113
019
3293
1563
012
657
1664
924
689
1346
11:0
0 am
- 12
:00
pm24
111
365
125
3167
966
917
695
1763
624
677
1372
12:0
0 - 1
:00
pm36
112
4911
124
3685
1164
19
661
1958
926
634
1295
3:00
- 4:
00 p
m25
020
4511
126
3883
1567
111
697
4279
263
897
1594
4:00
- 5:
00 p
m32
116
494
124
2978
1276
712
791
4586
371
979
1770
5:00
- 6:
00 p
m29
011
403
132
3676
3380
223
858
5196
510
111
1719
75
Pea
k H
ours
Left
Thru
Rig
htTo
tal
Left
Thru
Rig
htTo
tal
Tota
l N/S
Left
Thru
Rig
htTo
tal
Left
Thru
Rig
htTo
tal
Tota
l W/E
5:00
- 6:
00 p
m31
012
423
134
3881
3585
024
909
5410
2310
711
8420
94
Pea
k H
ours
Left
Thru
Rig
htTo
tal
Left
Thru
Rig
htTo
tal
Tota
l N/S
Left
Thru
Rig
htTo
tal
Left
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2005
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2006
Vol
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(Yea
r 200
5 C
ount
s w
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% G
row
th p
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ear)
New
Riv
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dSR
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NB
SBW
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2006
Vol
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(Yea
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row
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New
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NB
SBW
BEB
APPENDIX C
Turning Movement
Counts
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 75 0 53 0 62 157 0 0 0 1 0 0 0 132 73 0 553
07:15 AM 99 1 37 0 25 198 0 0 0 1 1 0 0 163 68 0 593
07:30 AM 93 0 47 0 43 153 2 0 0 0 1 0 1 183 34 0 557
07:45 AM 73 1 22 0 32 182 3 0 1 0 2 0 2 164 48 0 530
Total 340 2 159 0 162 690 5 0 1 2 4 0 3 642 223 0 2233
08:00 AM 61 0 25 0 28 160 5 0 0 3 3 0 1 175 44 0 505
08:15 AM 69 2 28 0 48 189 5 0 1 0 2 0 1 179 35 0 559
08:30 AM 67 3 42 0 36 164 2 0 1 1 2 0 1 189 28 0 536
08:45 AM 67 1 35 0 14 173 3 0 0 1 2 0 1 167 24 0 488
Total 264 6 130 0 126 686 15 0 2 5 9 0 4 710 131 0 2088
09:00 AM 46 1 17 0 10 172 1 0 3 1 3 0 0 161 37 0 452
09:15 AM 51 1 34 0 19 180 1 0 2 0 1 0 2 135 29 0 455
09:30 AM 53 0 12 0 21 190 1 0 2 2 2 0 2 167 38 0 490
09:45 AM 59 0 35 1 28 200 1 0 0 0 2 0 0 174 43 0 543
Total 209 2 98 1 78 742 4 0 7 3 8 0 4 637 147 0 1940
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM 35 0 18 0 21 160 1 0 0 1 3 0 0 138 31 0 408
11:15 AM 52 0 18 3 13 187 0 0 1 0 4 0 1 141 39 0 459
11:30 AM 37 0 25 0 23 165 3 0 0 0 3 0 0 157 36 0 449
11:45 AM 37 0 10 0 17 187 1 0 4 1 5 0 1 148 42 0 453
Total 161 0 71 3 74 699 5 0 5 2 15 0 2 584 148 0 1769
12:00 PM 53 1 15 0 9 201 0 0 0 2 5 0 1 170 32 0 489
12:15 PM 67 1 34 0 23 172 0 0 2 0 4 0 1 150 36 0 490
12:30 PM 56 0 18 0 16 158 2 0 0 0 3 0 3 155 37 0 448
12:45 PM 43 0 22 0 15 156 1 0 0 0 3 0 2 201 40 0 483
Total 219 2 89 0 63 687 3 0 2 2 15 0 7 676 145 0 1910
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM 50 3 56 0 20 138 0 0 2 1 6 0 1 177 55 0 509
03:15 PM 54 1 30 0 19 184 2 0 0 0 0 0 0 191 64 0 545
03:30 PM 55 1 33 0 16 191 4 0 0 2 2 0 1 206 47 0 558
03:45 PM 43 3 19 0 17 184 2 0 1 5 6 0 4 208 63 0 555
Total 202 8 138 0 72 697 8 0 3 8 14 0 6 782 229 0 2167
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
04:00 PM 43 2 25 0 21 167 2 0 4 1 6 0 15 205 46 0 537
04:15 PM 64 0 20 0 27 206 2 0 1 1 5 0 0 208 80 0 614
04:30 PM 48 0 22 0 37 184 2 0 2 2 3 0 1 210 82 0 593
04:45 PM 47 1 30 0 28 208 3 0 1 1 9 0 0 212 64 0 604
Total 202 3 97 0 113 765 9 0 8 5 23 0 16 835 272 0 2348
05:00 PM 68 1 23 0 25 191 0 0 1 2 1 0 0 212 71 0 595
05:15 PM 57 0 34 0 30 163 0 0 2 1 1 0 0 199 94 0 581
05:30 PM 47 0 31 0 32 171 1 0 2 0 2 0 0 216 97 0 599
05:45 PM 43 0 29 0 34 188 0 0 0 3 2 0 0 207 89 0 595
Total 215 1 117 0 121 713 1 0 5 6 6 0 0 834 351 0 2370
Grand Total 1812 24 899 4 809 5679 50 0 33 33 94 0 42 5700 1646 0 16825
Apprch % 66.2 0.9 32.8 0.1 12.4 86.9 0.8 0 20.6 20.6 58.8 0 0.6 77.2 22.3 0
Total % 10.8 0.1 5.3 0 4.8 33.8 0.3 0 0.2 0.2 0.6 0 0.2 33.9 9.8 0
AUTOS 1810 24 855 4 806 5640 50 0 33 33 94 0 42 5357 1561 0 16309
% AUTOS 99.9 100 95.1 100 99.6 99.3 100 0 100 100 100 0 100 94 94.8 0 96.9HEAVY VEHICLES 2 0 44 0 3 39 0 0 0 0 0 0 0 343 85 0 516
% HEAVY VEHICLES 0.1 0 4.9 0 0.4 0.7 0 0 0 0 0 0 0 6 5.2 0 3.1
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 64 0 20 0 84 27 206 2 0 235 1 1 5 0 7 0 208 80 0 288
614
04:30 PM 48 0 22 0 70 37 184 2 0 223 2 2 3 0 7 1 210 82 0 293 593
04:45 PM 47 1 30 0 78 28 208 3 0 239 1 1 9 0 11 0 212 64 0 276 604
05:00 PM 68 1 23 0 92 25 191 0 0 216 1 2 1 0 4 0 212 71 0 283 595
Total
Volume227 2 95 0 324 117 789 7 0 913 5 6 18 0 29 1 842 297 0 1140 2406
% App.
Total70.1 0.6 29.3 0 12.8 86.4 0.8 0 17.2 20.7 62.1 0 0.1 73.9 26.1 0
PHF .835 .500 .792 .000 .880 .791 .948 .583 .000 .955 .625 .750 .500 .000 .659 .250 .993 .905 .000 .973 .980
CURLEY RD.
SR
54 S
R 5
4
BANK DRIVEWAY
Rght227
Thru2
Left95
Other0
InOut Total420 324 744
Rght
117
Thru
789
Left7
O
the
r0
Out
Tota
lIn
942
913
185
5
Left18
Thru6
Rght5
Other0
Out TotalIn10 29 39
Left
297
Thru
842
Rght1
Oth
er0
Tota
lO
ut
In1
034
1140
2174
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM07:00 AM 75 0
53 62 1 73
07:15 AM 99 1 37 0 137 25 198 0 0 223 0 1 1 0 2 0 163 68 0 231 593
07:30 AM 93 0 47 0 140 43 153 2 0 198 0 0 1 0 1 1 183 34 0 218 557
07:45 AM 73 1 22 0 96 32 182 3 0 217 1 0 2 0 3 2 164 48 0 214 530
Total
Volume340 2 159 0 501 162 690 5 0 857 1 2 4 0 7 3 642 223 0 868 2233
% App.
Total67.9 0.4 31.7 0 18.9 80.5 0.6 0 14.3 28.6 57.1 0 0.3 74 25.7 0
PHF .859 .500 .750 .000 .895 .653 .871 .417 .000 .961 .250 .500 .500 .000 .583 .375 .877 .764 .000 .939 .941
CURLEY RD.
SR
54 S
R 5
4
BANK DRIVEWAY
Rght340
Thru2
Left159
Other0
InOut Total387 501 888
Rght
162
Thru
690
Left5
O
ther0
Out
Tota
lIn
802
857
1659
Left4
Thru2
Rght1
Other0
Out TotalIn10 7 17
Left
223
Thru
642
Rght3
Oth
er0
Tota
lO
ut
In1034
868
1902
Peak Hour Begins at 07:00 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM12:00 PM 53
1 201 210 2 5 7
12:15 PM 67 1 34 0 102 23 172 0 0 195 2 0 4 0 6 1 150 36 0 187 490
12:30 PM 56 0 18 0 74 16 158 2 0 176 0 0 3 0 3 3 155 37 0 195 448
12:45 PM 43 0 22 0 65 15 156 1 0 172 0 0 3 0 3 2 201 40 0 243 483
Total
Volume219 2 89 0 310 63 687 3 0 753 2 2 15 0 19 7 676 145 0 828 1910
% App.
Total70.6 0.6 28.7 0 8.4 91.2 0.4 0 10.5 10.5 78.9 0 0.8 81.6 17.5 0
PHF .817 .500 .654 .000 .760 .685 .854 .375 .000 .896 .250 .250 .750 .000 .679 .583 .841 .906 .000 .852 .974
CURLEY RD.
SR
54 S
R 5
4
BANK DRIVEWAY
Rght219
Thru2
Left89
Other0
InOut Total210 310 520
Rght
63
Thru
687
Left3
O
ther0
Out
Tota
lIn
767
753
1520
Left15
Thru2
Rght2
Other0
Out TotalIn12 19 31
Left
145
Thru
676
Rght7
Oth
er0
Tota
lO
ut
In921
828
1749
Peak Hour Begins at 12:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : CURLEYSite Code : 00000000Start Date : 5/25/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
CURLEY RD.
From North
SR 54
From East
BANK DRIVEWAY
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 64 0 20 0 84 27 206 2 0 235 1 1 5 0 7 0 208 80 0 288
614
04:30 PM 48 0 22 0 70 37 184 2 0 223 2 2 3 0 7 1 210 82 0 293 593
04:45 PM 47 1 30 0 78 28 208 3 0 239 1 1 9 0 11 0 212 64 0 276 604
05:00 PM 68 1 23 0 92 25 191 0 0 216 1 2 1 0 4 0 212 71 0 283 595
Total
Volume227 2 95 0 324 117 789 7 0 913 5 6 18 0 29 1 842 297 0 1140 2406
% App.
Total70.1 0.6 29.3 0 12.8 86.4 0.8 0 17.2 20.7 62.1 0 0.1 73.9 26.1 0
PHF .835 .500 .792 .000 .880 .791 .948 .583 .000 .955 .625 .750 .500 .000 .659 .250 .993 .905 .000 .973 .980
CURLEY RD.
SR
54 S
R 5
4
BANK DRIVEWAY
Rght227
Thru2
Left95
Other0
InOut Total420 324 744
Rght
117
Thru
789
Left7
O
ther0
Out
Tota
lIn
942
913
1855
Left18
Thru6
Rght5
Other0
Out TotalIn10 29 39
Left
297
Thru
842
Rght1
Oth
er0
Tota
lO
ut
In1034
1140
2174
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 0 0 0 0 0 243 0 0 1 0 3 0 11 196 0 0 454
07:15 AM 0 0 0 0 0 220 1 0 1 0 3 0 1 192 0 0 418
07:30 AM 0 0 0 0 0 176 3 0 2 0 0 0 4 216 0 0 401
07:45 AM 0 0 0 0 0 201 3 0 1 0 1 0 5 217 0 0 428
Total 0 0 0 0 0 840 7 0 5 0 7 0 21 821 0 0 1701
08:00 AM 0 0 0 0 1 219 7 0 3 0 1 0 3 200 0 0 434
08:15 AM 0 0 0 0 0 257 1 0 5 0 3 0 7 175 0 0 448
08:30 AM 0 0 0 0 0 204 3 0 4 0 0 0 6 197 0 0 414
08:45 AM 0 0 0 0 0 170 0 0 4 0 1 0 5 207 0 0 387
Total 0 0 0 0 1 850 11 0 16 0 5 0 21 779 0 0 1683
09:00 AM 0 0 0 0 0 198 1 0 6 0 3 0 4 210 0 0 422
09:15 AM 0 0 0 0 0 182 1 0 3 0 0 0 5 162 0 0 353
09:30 AM 0 0 0 0 0 220 1 0 4 0 1 0 7 173 0 0 406
09:45 AM 0 0 0 0 0 192 0 0 3 0 1 0 6 182 0 0 384
Total 0 0 0 0 0 792 3 0 16 0 5 0 22 727 0 0 1565
*** BREAK ***
11:00 AM 0 0 0 0 0 177 2 0 3 0 5 0 3 166 0 0 356
11:15 AM 0 0 0 0 0 189 2 0 4 0 1 0 4 187 0 0 387
11:30 AM 0 0 0 0 0 208 2 0 7 0 8 0 14 154 0 0 393
11:45 AM 0 0 0 0 0 212 1 0 2 0 2 0 5 150 0 0 372
Total 0 0 0 0 0 786 7 0 16 0 16 0 26 657 0 0 1508
12:00 PM 0 0 0 0 0 211 4 0 2 0 5 0 4 159 0 0 385
12:15 PM 0 0 0 0 0 186 1 0 1 0 5 0 7 161 0 0 361
12:30 PM 0 0 0 0 0 177 4 0 4 0 4 0 4 176 0 0 369
12:45 PM 0 0 0 0 0 180 2 0 3 0 4 0 10 169 0 0 368
Total 0 0 0 0 0 754 11 0 10 0 18 0 25 665 0 0 1483
*** BREAK ***
03:00 PM 0 0 0 0 0 188 0 0 1 0 7 0 5 217 0 0 418
03:15 PM 0 0 0 0 0 204 0 0 2 0 7 0 0 212 0 0 425
03:30 PM 0 0 0 0 0 195 1 0 0 0 5 0 3 257 0 0 461
03:45 PM 0 0 0 0 0 187 1 0 4 0 5 0 3 243 0 0 443
Total 0 0 0 0 0 774 2 0 7 0 24 0 11 929 0 0 1747
04:00 PM 0 0 0 0 0 198 0 0 4 0 9 0 5 233 0 0 449
04:15 PM 0 0 0 0 0 211 1 0 3 0 5 0 5 241 0 0 466
04:30 PM 0 0 0 0 0 216 0 0 3 0 7 0 0 249 0 0 475
04:45 PM 0 0 0 0 0 212 1 0 2 0 7 0 6 235 0 0 463
Total 0 0 0 0 0 837 2 0 12 0 28 0 16 958 0 0 1853
05:00 PM 0 0 0 0 0 216 0 0 2 0 2 0 1 240 0 0 461
05:15 PM 0 0 0 0 0 226 1 0 5 0 3 0 1 220 0 0 456
05:30 PM 0 0 0 0 0 223 1 0 1 0 1 0 5 225 0 0 456
05:45 PM 0 0 0 0 0 175 2 0 1 0 2 0 2 248 0 0 430
Total 0 0 0 0 0 840 4 0 9 0 8 0 9 933 0 0 1803
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
Grand Total 0 0 0 0 1 6473 47 0 91 0 111 0 151 6469 0 0 13343
Apprch % 0 0 0 0 0 99.3 0.7 0 45 0 55 0 2.3 97.7 0 0
Total % 0 0 0 0 0 48.5 0.4 0 0.7 0 0.8 0 1.1 48.5 0 0
AUTOS 0 0 0 0 1 6010 41 0 80 0 102 0 129 5943 0 0 12306
% AUTOS 0 0 0 0 100 92.8 87.2 0 87.9 0 91.9 0 85.4 91.9 0 0 92.2HEAVY VEHICLES 0 0 0 0 0 463 6 0 11 0 9 0 22 526 0 0 1037
% HEAVY VEHICLES 0 0 0 0 0 7.2 12.8 0 12.1 0 8.1 0 14.6 8.1 0 0 7.8
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 0 0 0 0 0 0 211
1 3
04:30 PM 0 0 0 0 0 0 216 0 0 216 3 0 7 0 10 0 249 0 0 249 475
04:45 PM 0 0 0 0 0 0 212 1 0 213 2 0 7 0 9 6 235 0 0 241 463
05:00 PM 0 0 0 0 0 0 216 0 0 216 2 0 2 0 4 1 240 0 0 241 461
Total
Volume0 0 0 0 0 0 855 2 0 857 10 0 21 0 31 12 965 0 0 977 1865
% App.
Total0 0 0 0 0 99.8 0.2 0 32.3 0 67.7 0 1.2 98.8 0 0
PHF .000 .000 .000 .000 .000 .000 .990 .500 .000 .992 .833 .000 .750 .000 .775 .500 .969 .000 .000 .981 .982
SR
54 S
R 5
4
SMITH RD.
Rght0
Thru0
Left0
Other0
InOut Total0 0 0
Rght0
T
hru
855
Left2
O
the
r0
Out
Tota
lIn
975
857
183
2
Left21
Thru0
Rght10
Other0
Out TotalIn14 31 45
Left0
Thru
965
Rght
12
Oth
er0
Tota
lO
ut
In876
977
1853
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM07:45 AM 0 0 0 0 0 0 201 3 0 204 1 0 1 0 2 5
217 222
08:00 AM 0 0 0 0 0 1 219 7 0 227 3 0 1 0 4 3 200 0 0 203 434
08:15 AM 0 0 0 0 0 0 257 1 0 258 5 0 3 0 8 7 175 0 0 182 448
08:30 AM 0 0 0 0 0 0 204 3 0 207 4 0 0 0 4 6 197 0 0 203 414
Total
Volume0 0 0 0 0 1 881 14 0 896 13 0 5 0 18 21 789 0 0 810 1724
% App.
Total0 0 0 0 0.1 98.3 1.6 0 72.2 0 27.8 0 2.6 97.4 0 0
PHF .000 .000 .000 .000 .000 .250 .857 .500 .000 .868 .650 .000 .417 .000 .563 .750 .909 .000 .000 .912 .962
SR
54 S
R 5
4
SMITH RD.
Rght0
Thru0
Left0
Other0
InOut Total1 0 1
Rght1
T
hru
881
Left14
Oth
er0
Out
Tota
lIn
802
896
1698
Left5
Thru0
Rght13
Other0
Out TotalIn35 18 53
Left0
Thru
789
Rght
21
Oth
er0
Tota
lO
ut
In886
810
1696
Peak Hour Begins at 07:45 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:15 AM11:15 AM 0 0 0 0 0 0 189 2 0 191 4 0 1 0 5 4
187 191
11:30 AM 0 0 0 0 0 0 208 2 0 210 7 0 8 0 15 14 154 0 0 168 393
11:45 AM 0 0 0 0 0 0 212 1 0 213 2 0 2 0 4 5 150 0 0 155 372
12:00 PM 0 0 0 0 0 0 211 4 0 215 2 0 5 0 7 4 159 0 0 163 385
Total
Volume0 0 0 0 0 0 820 9 0 829 15 0 16 0 31 27 650 0 0 677 1537
% App.
Total0 0 0 0 0 98.9 1.1 0 48.4 0 51.6 0 4 96 0 0
PHF .000 .000 .000 .000 .000 .000 .967 .563 .000 .964 .536 .000 .500 .000 .517 .482 .869 .000 .000 .886 .978
SR
54 S
R 5
4
SMITH RD.
Rght0
Thru0
Left0
Other0
InOut Total0 0 0
Rght0
T
hru
820
Left9
O
ther0
Out
Tota
lIn
665
829
1494
Left16
Thru0
Rght15
Other0
Out TotalIn36 31 67
Left0
Thru
650
Rght
27
Oth
er0
Tota
lO
ut
In836
677
1513
Peak Hour Begins at 11:15 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : SMITHSite Code : 00000000Start Date : 5/24/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
SMITH RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 0 0 0 0 0 0 211
1 3
04:30 PM 0 0 0 0 0 0 216 0 0 216 3 0 7 0 10 0 249 0 0 249 475
04:45 PM 0 0 0 0 0 0 212 1 0 213 2 0 7 0 9 6 235 0 0 241 463
05:00 PM 0 0 0 0 0 0 216 0 0 216 2 0 2 0 4 1 240 0 0 241 461
Total
Volume0 0 0 0 0 0 855 2 0 857 10 0 21 0 31 12 965 0 0 977 1865
% App.
Total0 0 0 0 0 99.8 0.2 0 32.3 0 67.7 0 1.2 98.8 0 0
PHF .000 .000 .000 .000 .000 .000 .990 .500 .000 .992 .833 .000 .750 .000 .775 .500 .969 .000 .000 .981 .982
SR
54 S
R 5
4
SMITH RD.
Rght0
Thru0
Left0
Other0
InOut Total0 0 0
Rght0
T
hru
855
Left2
O
ther0
Out
Tota
lIn
975
857
1832
Left21
Thru0
Rght10
Other0
Out TotalIn14 31 45
Left0
Thru
965
Rght
12
Oth
er0
Tota
lO
ut
In876
977
1853
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 0 0 0 0 0 221 32 0 19 0 30 0 32 182 0 0 516
07:15 AM 0 0 0 0 0 223 32 0 26 0 22 0 26 163 0 0 492
07:30 AM 0 0 0 0 1 207 30 0 21 0 11 0 34 171 0 1 476
07:45 AM 0 0 0 0 0 152 24 0 27 0 7 0 34 168 0 0 412
Total 0 0 0 0 1 803 118 0 93 0 70 0 126 684 0 1 1896
08:00 AM 0 0 0 0 9 165 24 0 27 0 13 0 24 173 2 0 437
08:15 AM 0 0 0 0 0 191 10 0 30 0 16 0 25 148 0 0 420
08:30 AM 0 0 0 0 0 184 21 0 13 0 15 0 30 181 0 0 444
08:45 AM 0 0 0 0 0 190 18 0 24 0 26 0 20 161 2 0 441
Total 0 0 0 0 9 730 73 0 94 0 70 0 99 663 4 0 1742
09:00 AM 0 0 0 0 1 183 20 0 24 0 15 0 22 153 0 1 419
09:15 AM 0 0 0 0 0 173 23 0 22 0 12 0 19 162 0 0 411
09:30 AM 0 0 0 0 0 170 11 0 13 0 9 0 20 164 0 0 387
09:45 AM 0 0 0 0 0 187 14 0 18 0 13 0 21 174 0 0 427
Total 0 0 0 0 1 713 68 0 77 0 49 0 82 653 0 1 1644
*** BREAK ***
11:00 AM 0 0 0 0 9 186 9 0 27 0 18 0 14 143 0 0 406
11:15 AM 0 0 0 0 0 175 10 0 16 0 16 0 22 148 0 1 388
11:30 AM 0 0 0 0 0 169 16 0 8 0 22 0 27 134 1 0 377
11:45 AM 0 0 0 0 3 166 13 0 16 0 29 0 22 135 0 0 384
Total 0 0 0 0 12 696 48 0 67 0 85 0 85 560 1 1 1555
12:00 PM 0 0 0 0 0 165 18 0 18 0 34 0 20 126 0 1 382
12:15 PM 0 0 0 0 3 192 13 0 17 0 18 0 28 139 0 1 411
12:30 PM 0 0 0 0 2 173 14 0 22 0 18 0 33 132 0 0 394
12:45 PM 0 0 0 0 0 158 17 0 13 0 23 0 16 163 0 0 390
Total 0 0 0 0 5 688 62 0 70 0 93 0 97 560 0 2 1577
*** BREAK ***
03:00 PM 0 0 0 0 0 186 17 0 23 0 11 0 21 195 1 0 454
03:15 PM 0 0 0 0 1 150 16 0 18 0 17 0 14 205 0 0 421
03:30 PM 0 0 0 0 0 165 9 0 15 0 22 0 11 200 0 0 422
03:45 PM 0 0 0 0 0 179 11 0 34 0 24 0 26 232 0 0 506
Total 0 0 0 0 1 680 53 0 90 0 74 0 72 832 1 0 1803
04:00 PM 0 0 0 0 0 180 22 0 23 0 19 0 14 206 0 0 464
04:15 PM 0 0 0 0 0 221 22 0 19 0 18 1 15 233 0 0 529
04:30 PM 0 0 0 0 0 179 25 0 23 0 17 0 10 219 0 0 473
04:45 PM 0 0 0 0 0 182 11 0 35 0 22 0 15 224 0 0 489
Total 0 0 0 0 0 762 80 0 100 0 76 1 54 882 0 0 1955
05:00 PM 0 0 0 0 0 192 20 0 33 0 16 0 17 202 0 0 480
05:15 PM 0 0 0 0 0 176 14 0 29 0 22 0 10 198 0 0 449
05:30 PM 0 0 0 0 0 191 17 0 24 0 16 0 13 214 0 0 475
05:45 PM 0 0 0 0 0 166 22 0 12 0 14 0 9 228 0 0 451
Total 0 0 0 0 0 725 73 0 98 0 68 0 49 842 0 0 1855
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
Grand Total 0 0 0 0 29 5797 575 0 689 0 585 1 664 5676 6 5 14027
Apprch % 0 0 0 0 0.5 90.6 9 0 54 0 45.9 0.1 10.5 89.4 0.1 0.1
Total % 0 0 0 0 0.2 41.3 4.1 0 4.9 0 4.2 0 4.7 40.5 0 0
AUTOS 0 0 0 0 27 5583 477 0 583 0 486 1 540 5370 5 3 13075
% AUTOS 0 0 0 0 93.1 96.3 83 0 84.6 0 83.1 100 81.3 94.6 83.3 60 93.2HEAVY VEHICLES 0 0 0 0 2 214 98 0 106 0 99 0 124 306 1 2 952
% HEAVY VEHICLES 0 0 0 0 6.9 3.7 17 0 15.4 0 16.9 0 18.7 5.4 16.7 40 6.8
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM03:45 PM 0 0 0 0 0 0 179 11 0 190
34 24 58 26 258
04:00 PM 0 0 0 0 0 0 180 22 0 202 23 0 19 0 42 14 206 0 0 220 464
04:15 PM 0 0 0 0 0 0 221 22 0 243 19 0 18 1 38 15 233 0 0 248 529
04:30 PM 0 0 0 0 0 0 179 25 0 204 23 0 17 0 40 10 219 0 0 229 473
Total
Volume0 0 0 0 0 0 759 80 0 839 99 0 78 1 178 65 890 0 0 955 1972
% App.
Total0 0 0 0 0 90.5 9.5 0 55.6 0 43.8 0.6 6.8 93.2 0 0
PHF .000 .000 .000 .000 .000 .000 .859 .800 .000 .863 .728 .000 .813 .250 .767 .625 .955 .000 .000 .925 .932
SR
54 S
R 5
4
MEADOWPOINTE BLVD.
Rght0
Thru0
Left0
Other0
InOut Total0 0 0
Rght0
T
hru
759
Left80
Oth
er0
Out
Tota
lIn
989
839
182
8
Left78
Thru0
Rght99
Other1
Out TotalIn145 178 323
Left0
Thru
890
Rght
65
Oth
er0
Tota
lO
ut
In837
955
1792
Peak Hour Begins at 03:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM07:00 AM 0 0 0 0 0 0 221
32 30 49 182 214 516
07:15 AM 0 0 0 0 0 0 223 32 0 255 26 0 22 0 48 26 163 0 0 189 492
07:30 AM 0 0 0 0 0 1 207 30 0 238 21 0 11 0 32 34 171 0 1 206 476
07:45 AM 0 0 0 0 0 0 152 24 0 176 27 0 7 0 34 34 168 0 0 202 412
Total
Volume0 0 0 0 0 1 803 118 0 922 93 0 70 0 163 126 684 0 1 811 1896
% App.
Total0 0 0 0 0.1 87.1 12.8 0 57.1 0 42.9 0 15.5 84.3 0 0.1
PHF .000 .000 .000 .000 .000 .250 .900 .922 .000 .904 .861 .000 .583 .000 .832 .926 .940 .000 .250 .947 .919
SR
54 S
R 5
4
MEADOWPOINTE BLVD.
Rght0
Thru0
Left0
Other0
InOut Total1 0 1
Rght1
T
hru
803
Left
118
Oth
er0
Out
Tota
lIn
777
922
1699
Left70
Thru0
Rght93
Other0
Out TotalIn244 163 407
Left0
Thru
684
Rght
126
Oth
er1
Tota
lO
ut
In873
811
1684
Peak Hour Begins at 07:00 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM12:00 PM 0 0 0 0 0 0 165
18 34 52 1
12:15 PM 0 0 0 0 0 3 192 13 0 208 17 0 18 0 35 28 139 0 1 168 411
12:30 PM 0 0 0 0 0 2 173 14 0 189 22 0 18 0 40 33 132 0 0 165 394
12:45 PM 0 0 0 0 0 0 158 17 0 175 13 0 23 0 36 16 163 0 0 179 390
Total
Volume0 0 0 0 0 5 688 62 0 755 70 0 93 0 163 97 560 0 2 659 1577
% App.
Total0 0 0 0 0.7 91.1 8.2 0 42.9 0 57.1 0 14.7 85 0 0.3
PHF .000 .000 .000 .000 .000 .417 .896 .861 .000 .907 .795 .000 .684 .000 .784 .735 .859 .000 .500 .920 .959
SR
54 S
R 5
4
MEADOWPOINTE BLVD.
Rght0
Thru0
Left0
Other0
InOut Total5 0 5
Rght5
T
hru
688
Left62
Oth
er0
Out
Tota
lIn
630
755
1385
Left93
Thru0
Rght70
Other0
Out TotalIn159 163 322
Left0
Thru
560
Rght
97
Oth
er2
Tota
lO
ut
In781
659
1440
Peak Hour Begins at 12:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MEADOWSite Code : 00000000Start Date : 5/23/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
From North
SR 54
From East
MEADOWPOINTE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM03:45 PM 0 0 0 0 0 0 179 11 0 190
34 24 58 26 258
04:00 PM 0 0 0 0 0 0 180 22 0 202 23 0 19 0 42 14 206 0 0 220 464
04:15 PM 0 0 0 0 0 0 221 22 0 243 19 0 18 1 38 15 233 0 0 248 529
04:30 PM 0 0 0 0 0 0 179 25 0 204 23 0 17 0 40 10 219 0 0 229 473
Total
Volume0 0 0 0 0 0 759 80 0 839 99 0 78 1 178 65 890 0 0 955 1972
% App.
Total0 0 0 0 0 90.5 9.5 0 55.6 0 43.8 0.6 6.8 93.2 0 0
PHF .000 .000 .000 .000 .000 .000 .859 .800 .000 .863 .728 .000 .813 .250 .767 .625 .955 .000 .000 .925 .932
SR
54 S
R 5
4
MEADOWPOINTE BLVD.
Rght0
Thru0
Left0
Other0
InOut Total0 0 0
Rght0
T
hru
759
Left80
Oth
er0
Out
Tota
lIn
989
839
1828
Left78
Thru0
Rght99
Other1
Out TotalIn145 178 323
Left0
Thru
890
Rght
65
Oth
er0
Tota
lO
ut
In837
955
1792
Peak Hour Begins at 03:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
These are comments that appear at the END OF THE REPORT!
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 11 0 2 0 1 196 0 0 4 0 24 0 5 195 2 0 440
07:15 AM 5 0 3 0 2 222 3 0 11 0 8 0 2 198 0 0 454
07:30 AM 7 0 7 0 1 204 3 0 1 1 13 0 3 202 2 0 444
07:45 AM 3 0 6 0 0 192 2 0 3 0 9 0 3 223 3 0 444
Total 26 0 18 0 4 814 8 0 19 1 54 0 13 818 7 0 1782
08:00 AM 5 0 5 0 2 142 1 0 3 0 15 0 4 182 5 0 364
08:15 AM 10 0 5 0 1 170 0 0 3 0 21 0 2 161 1 0 374
08:30 AM 6 0 3 0 3 141 3 0 2 0 9 0 5 184 2 0 358
08:45 AM 6 0 4 0 0 155 1 0 3 0 13 0 6 160 3 0 351
Total 27 0 17 0 6 608 5 0 11 0 58 0 17 687 11 0 1447
09:00 AM 5 0 3 0 1 149 4 0 4 0 8 0 4 166 3 0 347
09:15 AM 4 0 2 0 1 158 0 0 4 0 17 0 6 162 2 0 356
09:30 AM 2 0 3 0 1 151 4 0 5 0 8 0 5 163 5 0 347
09:45 AM 1 0 1 0 1 164 1 0 2 0 10 0 5 153 3 0 341
Total 12 0 9 0 4 622 9 0 15 0 43 0 20 644 13 0 1391
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM 7 0 1 0 3 154 3 0 4 0 10 0 6 137 5 0 330
11:15 AM 4 1 2 0 1 154 2 0 4 0 11 0 15 154 3 0 351
11:30 AM 4 0 1 0 1 167 1 0 4 0 5 0 6 148 1 0 338
11:45 AM 1 0 0 0 1 142 2 0 3 0 9 0 6 153 2 0 319
Total 16 1 4 0 6 617 8 0 15 0 35 0 33 592 11 0 1338
12:00 PM 3 0 0 0 7 168 2 0 0 0 11 0 14 142 1 0 348
12:15 PM 3 0 2 0 1 175 2 0 4 0 7 0 4 151 5 0 354
12:30 PM 1 0 1 0 3 159 3 0 1 0 13 0 4 153 4 0 342
12:45 PM 2 0 0 0 3 128 1 0 1 0 13 0 2 179 6 0 335
Total 9 0 3 0 14 630 8 0 6 0 44 0 24 625 16 0 1379
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM 1 0 4 0 3 159 6 0 4 0 8 0 14 193 7 0 399
03:15 PM 2 0 2 0 2 159 3 0 2 1 7 0 19 197 8 0 402
03:30 PM 2 0 5 0 3 154 0 0 5 0 6 0 15 202 4 0 396
03:45 PM 2 1 2 0 2 189 4 0 5 0 6 0 16 220 6 0 453
Total 7 1 13 0 10 661 13 0 16 1 27 0 64 812 25 0 1650
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
04:00 PM 1 0 1 0 6 178 4 0 3 0 7 0 18 217 5 0 440
04:15 PM 6 1 3 0 2 199 2 0 3 1 10 0 21 204 9 0 461
04:30 PM 3 0 3 0 7 168 1 0 4 0 12 0 15 202 6 0 421
04:45 PM 1 0 2 0 2 173 9 1 5 0 4 0 24 215 7 0 443
Total 11 1 9 0 17 718 16 1 15 1 33 0 78 838 27 0 1765
05:00 PM 4 0 3 1 6 178 6 1 3 0 7 0 24 229 7 1 470
05:15 PM 2 0 3 0 6 162 5 0 8 0 4 0 20 218 11 0 439
05:30 PM 2 0 2 0 5 186 8 0 2 1 6 0 20 225 15 0 472
05:45 PM 3 0 2 0 4 151 1 0 5 2 12 0 15 220 8 0 423
Total 11 0 10 1 21 677 20 1 18 3 29 0 79 892 41 1 1804
Grand Total 119 3 83 1 82 5347 87 2 115 6 323 0 328 5908 151 1 12556
Apprch % 57.8 1.5 40.3 0.5 1.5 96.9 1.6 0 25.9 1.4 72.7 0 5.1 92.5 2.4 0
Total % 0.9 0 0.7 0 0.7 42.6 0.7 0 0.9 0 2.6 0 2.6 47.1 1.2 0
AUTOS 118 3 82 1 82 5236 87 2 115 6 322 0 320 5661 146 1 12182
% AUTOS 99.2 100 98.8 100 100 97.9 100 100 100 100 99.7 0 97.6 95.8 96.7 100 97HEAVY VEHICLES 1 0 1 0 0 111 0 0 0 0 1 0 8 247 5 0 374
% HEAVY VEHICLES 0.8 0 1.2 0 0 2.1 0 0 0 0 0.3 0 2.4 4.2 3.3 0 3
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM04:45 PM 1 0 2 0 3 2 173
9 1 24
05:00 PM 4 0 3 1 8 6 178 6 1 191 3 0 7 0 10 24 229 7 1 261 470
05:15 PM 2 0 3 0 5 6 162 5 0 173 8 0 4 0 12 20 218 11 0 249 439
05:30 PM 2 0 2 0 4 5 186 8 0 199 2 1 6 0 9 20 225 15 0 260 472
Total
Volume9 0 10 1 20 19 699 28 2 748 18 1 21 0 40 88 887 40 1 1016 1824
% App.
Total45 0 50 5 2.5 93.4 3.7 0.3 45 2.5 52.5 0 8.7 87.3 3.9 0.1
PHF .563 .000 .833 .250 .625 .792 .940 .778 .500 .940 .563 .250 .750 .000 .833 .917 .968 .667 .250 .973 .966
RONNOCH BLVD.
SR
54 S
R 5
4
FOXWOOD BLVD.
Rght9
Thru0
Left10
Other1
InOut Total60 20 80
Rght
19
Thru
699
Left28
Oth
er2
Out
Tota
lIn
915
748
166
3
Left21
Thru1
Rght18
Other0
Out TotalIn116 40 156
Left40
Thru
887
Rght
88
Oth
er1
Tota
lO
ut
In729
1016
1745
Peak Hour Begins at 04:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM07:00 AM
11 24 28 5
07:15 AM 5 0 3 0 8 2 222 3 0 227 11 0 8 0 19 2 198 0 0 200 454
07:30 AM 7 0 7 0 14 1 204 3 0 208 1 1 13 0 15 3 202 2 0 207 444
07:45 AM 3 0 6 0 9 0 192 2 0 194 3 0 9 0 12 3 223 3 0 229 444
Total
Volume26 0 18 0 44 4 814 8 0 826 19 1 54 0 74 13 818 7 0 838 1782
% App.
Total59.1 0 40.9 0 0.5 98.5 1 0 25.7 1.4 73 0 1.6 97.6 0.8 0
PHF .591 .000 .643 .000 .786 .500 .917 .667 .000 .910 .432 .250 .563 .000 .661 .650 .917 .583 .000 .915 .981
RONNOCH BLVD.
SR
54 S
R 5
4
FOXWOOD BLVD.
Rght26
Thru0
Left18
Other0
InOut Total12 44 56
Rght4
T
hru
814
Left8
O
ther0
Out
Tota
lIn
855
826
1681
Left54
Thru1
Rght19
Other0
Out TotalIn21 74 95
Left7
Thru
818
Rght
13
Oth
er0
Tota
lO
ut
In894
838
1732
Peak Hour Begins at 07:00 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM12:00 PM
3 7 14
12:15 PM 3 0 2 0 5 1 175 2 0 178 4 0 7 0 11 4 151 5 0 160 354
12:30 PM 1 0 1 0 2 3 159 3 0 165 1 0 13 0 14 4 153 4 0 161 342
12:45 PM 2 0 0 0 2 3 128 1 0 132 1 0 13 0 14 2 179 6 0 187 335
Total
Volume9 0 3 0 12 14 630 8 0 652 6 0 44 0 50 24 625 16 0 665 1379
% App.
Total75 0 25 0 2.1 96.6 1.2 0 12 0 88 0 3.6 94 2.4 0
PHF .750 .000 .375 .000 .600 .500 .900 .667 .000 .916 .375 .000 .846 .000 .893 .429 .873 .667 .000 .889 .974
RONNOCH BLVD.
SR
54 S
R 5
4
FOXWOOD BLVD.
Rght9
Thru0
Left3
Other0
InOut Total30 12 42
Rght
14
Thru
630
Left8
O
ther0
Out
Tota
lIn
634
652
1286
Left44
Thru0
Rght6
Other0
Out TotalIn32 50 82
Left16
Thru
625
Rght
24
Oth
er0
Tota
lO
ut
In683
665
1348
Peak Hour Begins at 12:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RONNOCHSite Code : 00000000Start Date : 5/23/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RONNOCH BLVD.
From North
SR 54
From East
FOXWOOD BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM04:45 PM 1 0 2 0 3 2 173
9 1 24
05:00 PM 4 0 3 1 8 6 178 6 1 191 3 0 7 0 10 24 229 7 1 261 470
05:15 PM 2 0 3 0 5 6 162 5 0 173 8 0 4 0 12 20 218 11 0 249 439
05:30 PM 2 0 2 0 4 5 186 8 0 199 2 1 6 0 9 20 225 15 0 260 472
Total
Volume9 0 10 1 20 19 699 28 2 748 18 1 21 0 40 88 887 40 1 1016 1824
% App.
Total45 0 50 5 2.5 93.4 3.7 0.3 45 2.5 52.5 0 8.7 87.3 3.9 0.1
PHF .563 .000 .833 .250 .625 .792 .940 .778 .500 .940 .563 .250 .750 .000 .833 .917 .968 .667 .250 .973 .966
RONNOCH BLVD.
SR
54 S
R 5
4
FOXWOOD BLVD.
Rght9
Thru0
Left10
Other1
InOut Total60 20 80
Rght
19
Thru
699
Left28
Oth
er2
Out
Tota
lIn
915
748
1663
Left21
Thru1
Rght18
Other0
Out TotalIn116 40 156
Left40
Thru
887
Rght
88
Oth
er1
Tota
lO
ut
In729
1016
1745
Peak Hour Begins at 04:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 28 0 14 0 0 158 0 0 0 0 0 0 0 201 5 0 406
07:15 AM 32 0 13 0 0 179 0 0 0 0 0 0 0 185 7 0 416
07:30 AM 28 0 9 0 0 160 0 0 0 0 0 0 0 208 4 0 409
07:45 AM 21 0 6 0 0 173 0 0 0 0 0 0 0 224 3 0 427
Total 109 0 42 0 0 670 0 0 0 0 0 0 0 818 19 0 1658
08:00 AM 21 0 6 0 1 142 0 1 0 0 0 0 2 188 9 0 370
08:15 AM 30 0 10 0 1 129 0 0 0 0 0 0 0 157 8 0 335
08:30 AM 21 0 15 0 2 152 0 0 0 0 0 0 9 182 8 0 389
08:45 AM 25 0 9 0 5 153 0 0 0 0 0 0 0 189 7 0 388
Total 97 0 40 0 9 576 0 1 0 0 0 0 11 716 32 0 1482
09:00 AM 11 0 10 0 6 144 0 0 0 0 0 0 0 169 4 0 344
09:15 AM 9 0 2 0 3 140 0 0 0 0 0 0 0 169 4 0 327
09:30 AM 18 0 3 0 4 153 0 0 0 0 0 0 0 187 7 0 372
09:45 AM 4 0 2 0 2 163 0 0 0 0 0 0 0 175 7 0 353
Total 42 0 17 0 15 600 0 0 0 0 0 0 0 700 22 0 1396
*** BREAK ***
11:00 AM 14 0 5 0 2 171 0 0 0 0 0 0 1 173 9 0 375
11:15 AM 11 0 6 0 3 142 0 0 0 0 0 0 0 157 6 0 325
11:30 AM 17 0 4 0 3 171 0 0 0 0 0 0 0 171 6 0 372
11:45 AM 7 0 7 0 1 147 0 0 0 0 0 0 0 152 8 0 322
Total 49 0 22 0 9 631 0 0 0 0 0 0 1 653 29 0 1394
12:00 PM 13 0 2 0 4 160 0 0 0 0 0 0 0 140 5 0 324
12:15 PM 10 0 4 0 5 189 0 0 0 0 0 0 0 172 8 0 388
12:30 PM 8 0 2 0 8 176 2 0 0 0 0 0 0 154 9 0 359
12:45 PM 13 0 3 0 2 145 0 0 0 0 0 0 0 179 14 0 356
Total 44 0 11 0 19 670 2 0 0 0 0 0 0 645 36 0 1427
*** BREAK ***
03:00 PM 8 0 3 0 4 193 0 0 0 0 0 0 0 212 16 0 436
03:15 PM 11 0 10 0 5 172 0 0 0 0 0 0 0 191 19 0 408
03:30 PM 9 0 6 0 3 141 0 1 0 0 0 0 0 188 8 0 356
03:45 PM 11 1 3 0 8 168 0 0 0 0 0 0 0 201 22 0 414
Total 39 1 22 0 20 674 0 1 0 0 0 0 0 792 65 0 1614
04:00 PM 18 0 3 0 2 160 0 0 0 0 0 0 0 210 11 0 404
04:15 PM 4 0 2 0 6 214 0 0 0 0 0 0 0 190 15 0 431
04:30 PM 13 0 3 0 7 164 0 0 0 0 0 0 0 240 15 0 442
04:45 PM 12 0 3 0 7 180 0 0 0 0 0 0 0 202 23 0 427
Total 47 0 11 0 22 718 0 0 0 0 0 0 0 842 64 0 1704
05:00 PM 11 0 2 0 6 181 0 0 0 0 0 0 0 246 21 0 467
05:15 PM 5 0 4 0 8 152 0 0 0 0 0 0 0 189 15 0 373
05:30 PM 7 0 4 0 7 172 0 0 0 0 0 0 0 199 27 0 416
05:45 PM 7 0 6 0 6 131 0 0 0 0 0 0 0 226 31 0 407
Total 30 0 16 0 27 636 0 0 0 0 0 0 0 860 94 0 1663
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
Grand Total 457 1 181 0 121 5175 2 2 0 0 0 0 12 6026 361 0 12338
Apprch % 71.5 0.2 28.3 0 2.3 97.6 0 0 0 0 0 0 0.2 94.2 5.6 0
Total % 3.7 0 1.5 0 1 41.9 0 0 0 0 0 0 0.1 48.8 2.9 0
AUTOS 435 1 177 0 119 4837 2 2 0 0 0 0 10 5708 347 0 11638
% AUTOS 95.2 100 97.8 0 98.3 93.5 100 100 0 0 0 0 83.3 94.7 96.1 0 94.3HEAVY VEHICLES 22 0 4 0 2 338 0 0 0 0 0 0 2 318 14 0 700
% HEAVY VEHICLES 4.8 0 2.2 0 1.7 6.5 0 0 0 0 0 0 16.7 5.3 3.9 0 5.7
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 4 0 2 0 6 6
214 220
04:30 PM 13 0 3 0 16 7 164 0 0 171 0 0 0 0 0 0 240 15 0 255 442
04:45 PM 12 0 3 0 15 7 180 0 0 187 0 0 0 0 0 0 202 23 0 225 427
05:00 PM 11 0 2 0 13 6 181 0 0 187 0 0 0 0 0 0 246 21 0 267 467
Total
Volume40 0 10 0 50 26 739 0 0 765 0 0 0 0 0 0 878 74 0 952 1767
% App.
Total80 0 20 0 3.4 96.6 0 0 0 0 0 0 0 92.2 7.8 0
PHF .769 .000 .833 .000 .781 .929 .863 .000 .000 .869 .000 .000 .000 .000 .000 .000 .892 .804 .000 .891 .946
RIVERSIDE CROSSING BLVD.
SR
54 S
R 5
4
Rght40
Thru0
Left10
Other0
InOut Total100 50 150
Rght
26
Thru
739
Left0
O
the
r0
Out
Tota
lIn
888
765
165
3
Left0
Thru0
Rght0
Other0
Out TotalIn0 0 0
Left74
Thru
878
Rght0
Oth
er0
Tota
lO
ut
In779
952
1731
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM07:00 AM 28 0
14
07:15 AM 32 0 13 0 45 0 179 0 0 179 0 0 0 0 0 0 185 7 0 192 416
07:30 AM 28 0 9 0 37 0 160 0 0 160 0 0 0 0 0 0 208 4 0 212 409
07:45 AM 21 0 6 0 27 0 173 0 0 173 0 0 0 0 0 0 224 3 0 227 427
Total
Volume109 0 42 0 151 0 670 0 0 670 0 0 0 0 0 0 818 19 0 837 1658
% App.
Total72.2 0 27.8 0 0 100 0 0 0 0 0 0 0 97.7 2.3 0
PHF .852 .000 .750 .000 .839 .000 .936 .000 .000 .936 .000 .000 .000 .000 .000 .000 .913 .679 .000 .922 .971
RIVERSIDE CROSSING BLVD.
SR
54 S
R 5
4
Rght109
Thru0
Left42
Other0
InOut Total19 151 170
Rght0
T
hru
670
Left0
O
ther0
Out
Tota
lIn
860
670
1530
Left0
Thru0
Rght0
Other0
Out TotalIn0 0 0
Left19
Thru
818
Rght0
Oth
er0
Tota
lO
ut
In779
837
1616
Peak Hour Begins at 07:00 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM12:00 PM
13
12:15 PM 10 0 4 0 14 5 189 0 0 194 0 0 0 0 0 0 172 8 0 180 388
12:30 PM 8 0 2 0 10 8 176 2 0 186 0 0 0 0 0 0 154 9 0 163 359
12:45 PM 13 0 3 0 16 2 145 0 0 147 0 0 0 0 0 0 179 14 0 193 356
Total
Volume44 0 11 0 55 19 670 2 0 691 0 0 0 0 0 0 645 36 0 681 1427
% App.
Total80 0 20 0 2.7 97 0.3 0 0 0 0 0 0 94.7 5.3 0
PHF .846 .000 .688 .000 .859 .594 .886 .250 .000 .890 .000 .000 .000 .000 .000 .000 .901 .643 .000 .882 .919
RIVERSIDE CROSSING BLVD.
SR
54 S
R 5
4
Rght44
Thru0
Left11
Other0
InOut Total55 55 110
Rght
19
Thru
670
Left2
O
ther0
Out
Tota
lIn
656
691
1347
Left0
Thru0
Rght0
Other0
Out TotalIn2 0 2
Left36
Thru
645
Rght0
Oth
er0
Tota
lO
ut
In714
681
1395
Peak Hour Begins at 12:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : RIVERSite Code : 00000000Start Date : 5/23/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
RIVERSIDE CROSSING BLVD.
From North
SR 54
From East From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM04:15 PM 4 0 2 0 6 6
214 220
04:30 PM 13 0 3 0 16 7 164 0 0 171 0 0 0 0 0 0 240 15 0 255 442
04:45 PM 12 0 3 0 15 7 180 0 0 187 0 0 0 0 0 0 202 23 0 225 427
05:00 PM 11 0 2 0 13 6 181 0 0 187 0 0 0 0 0 0 246 21 0 267 467
Total
Volume40 0 10 0 50 26 739 0 0 765 0 0 0 0 0 0 878 74 0 952 1767
% App.
Total80 0 20 0 3.4 96.6 0 0 0 0 0 0 0 92.2 7.8 0
PHF .769 .000 .833 .000 .781 .929 .863 .000 .000 .869 .000 .000 .000 .000 .000 .000 .892 .804 .000 .891 .946
RIVERSIDE CROSSING BLVD.
SR
54 S
R 5
4
Rght40
Thru0
Left10
Other0
InOut Total100 50 150
Rght
26
Thru
739
Left0
O
ther0
Out
Tota
lIn
888
765
1653
Left0
Thru0
Rght0
Other0
Out TotalIn0 0 0
Left74
Thru
878
Rght0
Oth
er0
Tota
lO
ut
In779
952
1731
Peak Hour Begins at 04:15 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 0 0 2 0 0 153 2 0 18 2 11 0 4 211 2 0 405
07:15 AM 2 0 1 0 1 193 2 0 15 0 7 0 5 212 3 0 441
07:30 AM 2 0 1 0 1 157 2 0 16 0 13 0 2 223 2 1 420
07:45 AM 4 0 2 0 2 160 3 0 7 0 6 0 3 217 12 0 416
Total 8 0 6 0 4 663 9 0 56 2 37 0 14 863 19 1 1682
08:00 AM 1 0 3 0 5 118 4 0 13 1 6 0 3 181 6 0 341
08:15 AM 5 0 3 0 7 150 2 0 10 0 3 0 3 189 5 0 377
08:30 AM 10 0 2 0 3 141 5 0 9 0 6 0 2 200 12 0 390
08:45 AM 7 0 6 0 3 143 2 0 9 0 7 0 0 172 17 0 366
Total 23 0 14 0 18 552 13 0 41 1 22 0 8 742 40 0 1474
09:00 AM 12 0 0 0 2 132 1 0 5 0 10 0 5 160 8 0 335
09:15 AM 5 0 5 0 0 157 4 0 6 0 7 0 3 166 4 0 357
09:30 AM 1 0 1 0 0 140 2 0 2 1 6 0 1 152 14 0 320
09:45 AM 5 0 1 0 0 163 7 0 7 0 3 0 4 158 4 0 352
Total 23 0 7 0 2 592 14 0 20 1 26 0 13 636 30 0 1364
*** BREAK ***
11:00 AM 0 0 0 0 3 167 1 0 3 0 3 0 5 152 1 0 335
11:15 AM 4 0 2 0 2 145 4 0 1 0 3 0 3 155 11 0 330
11:30 AM 7 0 1 0 1 149 9 0 3 0 4 0 2 156 4 0 336
11:45 AM 4 0 0 0 2 157 8 0 11 0 3 0 1 158 12 1 357
Total 15 0 3 0 8 618 22 0 18 0 13 0 11 621 28 1 1358
12:00 PM 14 0 2 0 1 162 4 0 4 0 2 0 1 133 1 0 324
12:15 PM 2 0 0 0 1 185 5 0 4 0 8 0 8 158 2 0 373
12:30 PM 0 1 0 0 0 173 2 0 11 0 6 0 6 160 0 0 359
12:45 PM 0 0 0 0 1 137 4 0 3 0 1 0 4 166 1 0 317
Total 16 1 2 0 3 657 15 0 22 0 17 0 19 617 4 0 1373
*** BREAK ***
03:00 PM 3 0 0 0 1 179 10 0 7 0 6 0 6 175 3 0 390
03:15 PM 3 0 0 0 1 152 2 0 2 0 5 0 10 203 1 0 379
03:30 PM 1 0 1 0 1 157 10 0 8 0 4 2 6 210 3 2 405
03:45 PM 3 0 2 0 0 218 7 4 11 0 5 0 5 224 3 0 482
Total 10 0 3 0 3 706 29 4 28 0 20 2 27 812 10 2 1656
04:00 PM 2 0 1 0 1 180 12 0 8 0 5 0 5 207 1 0 422
04:15 PM 1 0 1 0 2 215 9 0 4 0 6 0 9 184 1 0 432
04:30 PM 4 0 3 0 2 176 6 0 7 0 3 0 7 208 3 0 419
04:45 PM 8 1 1 0 0 188 10 2 7 0 5 0 4 190 13 0 429
Total 15 1 6 0 5 759 37 2 26 0 19 0 25 789 18 0 1702
05:00 PM 10 0 4 0 5 189 13 0 11 0 5 0 8 207 7 0 459
05:15 PM 8 0 0 0 1 216 10 0 9 0 4 0 13 221 5 0 487
05:30 PM 7 1 3 0 3 205 11 0 8 0 6 0 8 206 6 0 464
05:45 PM 8 0 3 0 3 160 18 0 7 0 7 0 6 220 5 0 437
Total 33 1 10 0 12 770 52 0 35 0 22 0 35 854 23 0 1847
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
Grand Total 143 3 51 0 55 5317 191 6 246 4 176 2 152 5934 172 4 12456
Apprch % 72.6 1.5 25.9 0 1 95.5 3.4 0.1 57.5 0.9 41.1 0.5 2.4 94.8 2.7 0.1
Total % 1.1 0 0.4 0 0.4 42.7 1.5 0 2 0 1.4 0 1.2 47.6 1.4 0
AUTOS 143 3 51 0 55 4954 186 6 241 4 172 2 147 5504 168 4 11640
% AUTOS 100 100 100 0 100 93.2 97.4 100 98 100 97.7 100 96.7 92.8 97.7 100 93.4HEAVY VEHICLES 0 0 0 0 0 363 5 0 5 0 4 0 5 430 4 0 816
% HEAVY VEHICLES 0 0 0 0 0 6.8 2.6 0 2 0 2.3 0 3.3 7.2 2.3 0 6.6
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM05:00 PM
10 4 14 5 11 16 7
05:15 PM 8 0 0 0 8 1 216 10 0 227 9 0 4 0 13 13 221 5 0 239 487
05:30 PM 7 1 3 0 11 3 205 11 0 219 8 0 6 0 14 8 206 6 0 220 464
05:45 PM 8 0 3 0 11 3 160 18 0 181 7 0 7 0 14 6 220 5 0 231 437
Total
Volume33 1 10 0 44 12 770 52 0 834 35 0 22 0 57 35 854 23 0 912 1847
% App.
Total75 2.3 22.7 0 1.4 92.3 6.2 0 61.4 0 38.6 0 3.8 93.6 2.5 0
PHF .825 .250 .625 .000 .786 .600 .891 .722 .000 .919 .795 .000 .786 .000 .891 .673 .966 .821 .000 .954 .948
FOXRIDGE BLVD.
SR
54 S
R 5
4
FOXRIDGE BLVD.
Rght33
Thru1
Left10
Other0
InOut Total35 44 79
Rght
12
Thru
770
Left52
Oth
er0
Out
Tota
lIn
899
834
173
3
Left22
Thru0
Rght35
Other0
Out TotalIn88 57 145
Left23
Thru
854
Rght
35
Oth
er0
Tota
lO
ut
In825
912
1737
Peak Hour Begins at 05:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM07:00 AM 0 0
2 18 2 31
07:15 AM 2 0 1 0 3 1 193 2 0 196 15 0 7 0 22 5 212 3 0 220 441
07:30 AM 2 0 1 0 3 1 157 2 0 160 16 0 13 0 29 2 223 2 1 228 420
07:45 AM 4 0 2 0 6 2 160 3 0 165 7 0 6 0 13 3 217 12 0 232 416
Total
Volume8 0 6 0 14 4 663 9 0 676 56 2 37 0 95 14 863 19 1 897 1682
% App.
Total57.1 0 42.9 0 0.6 98.1 1.3 0 58.9 2.1 38.9 0 1.6 96.2 2.1 0.1
PHF .500 .000 .750 .000 .583 .500 .859 .750 .000 .862 .778 .250 .712 .000 .766 .700 .967 .396 .250 .967 .954
FOXRIDGE BLVD.
SR
54 S
R 5
4
FOXRIDGE BLVD.
Rght8
Thru0
Left6
Other0
InOut Total25 14 39
Rght4
T
hru
663
Left9
O
ther0
Out
Tota
lIn
925
676
1601
Left37
Thru2
Rght56
Other0
Out TotalIn23 95 118
Left19
Thru
863
Rght
14
Oth
er1
Tota
lO
ut
In708
897
1605
Peak Hour Begins at 07:00 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:45 AM11:45 AM 4 0 0 0 4
2 8 11 12 1 172
12:00 PM 14 0 2 0 16 1 162 4 0 167 4 0 2 0 6 1 133 1 0 135 324
12:15 PM 2 0 0 0 2 1 185 5 0 191 4 0 8 0 12 8 158 2 0 168 373
12:30 PM 0 1 0 0 1 0 173 2 0 175 11 0 6 0 17 6 160 0 0 166 359
Total
Volume20 1 2 0 23 4 677 19 0 700 30 0 19 0 49 16 609 15 1 641 1413
% App.
Total87 4.3 8.7 0 0.6 96.7 2.7 0 61.2 0 38.8 0 2.5 95 2.3 0.2
PHF .357 .250 .250 .000 .359 .500 .915 .594 .000 .916 .682 .000 .594 .000 .721 .500 .952 .313 .250 .932 .947
FOXRIDGE BLVD.
SR
54 S
R 5
4
FOXRIDGE BLVD.
Rght20
Thru1
Left2
Other0
InOut Total19 23 42
Rght4
T
hru
677
Left19
Oth
er0
Out
Tota
lIn
641
700
1341
Left19
Thru0
Rght30
Other0
Out TotalIn36 49 85
Left15
Thru
609
Rght
16
Oth
er1
Tota
lO
ut
In716
641
1357
Peak Hour Begins at 11:45 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : FOXRIDGESite Code : 00000000Start Date : 5/23/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
FOXRIDGE BLVD.
From North
SR 54
From East
FOXRIDGE BLVD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM05:00 PM
10 4 14 5 11 16 7
05:15 PM 8 0 0 0 8 1 216 10 0 227 9 0 4 0 13 13 221 5 0 239 487
05:30 PM 7 1 3 0 11 3 205 11 0 219 8 0 6 0 14 8 206 6 0 220 464
05:45 PM 8 0 3 0 11 3 160 18 0 181 7 0 7 0 14 6 220 5 0 231 437
Total
Volume33 1 10 0 44 12 770 52 0 834 35 0 22 0 57 35 854 23 0 912 1847
% App.
Total75 2.3 22.7 0 1.4 92.3 6.2 0 61.4 0 38.6 0 3.8 93.6 2.5 0
PHF .825 .250 .625 .000 .786 .600 .891 .722 .000 .919 .795 .000 .786 .000 .891 .673 .966 .821 .000 .954 .948
FOXRIDGE BLVD.
SR
54 S
R 5
4
FOXRIDGE BLVD.
Rght33
Thru1
Left10
Other0
InOut Total35 44 79
Rght
12
Thru
770
Left52
Oth
er0
Out
Tota
lIn
899
834
1733
Left22
Thru0
Rght35
Other0
Out TotalIn88 57 145
Left23
Thru
854
Rght
35
Oth
er0
Tota
lO
ut
In825
912
1737
Peak Hour Begins at 05:00 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 1
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
07:00 AM 53 72 3 0 6 61 33 0 6 43 39 0 38 71 70 0 495
07:15 AM 80 60 6 0 6 63 15 0 9 54 34 0 43 92 83 0 545
07:30 AM 61 53 4 0 1 66 22 0 19 73 27 0 31 91 104 0 552
07:45 AM 73 70 9 0 2 55 19 0 15 46 35 0 35 89 88 0 536
Total 267 255 22 0 15 245 89 0 49 216 135 0 147 343 345 0 2128
08:00 AM 42 71 9 0 3 53 20 0 15 53 40 0 44 74 86 0 510
08:15 AM 52 65 7 0 5 66 25 0 16 45 34 0 35 94 86 0 530
08:30 AM 74 65 8 0 6 76 27 0 19 38 23 0 37 101 74 0 548
08:45 AM 54 62 17 0 8 64 16 0 16 39 22 0 25 89 77 0 489
Total 222 263 41 0 22 259 88 0 66 175 119 0 141 358 323 0 2077
09:00 AM 47 62 5 0 4 55 28 0 27 44 32 0 19 69 74 0 466
09:15 AM 70 61 12 0 5 54 39 0 51 44 20 0 24 85 72 0 537
09:30 AM 54 55 5 0 2 66 9 0 26 36 26 0 25 89 67 0 460
09:45 AM 75 47 10 0 1 74 15 0 17 41 33 0 9 97 68 0 487
Total 246 225 32 0 12 249 91 0 121 165 111 0 77 340 281 0 1950
*** BREAK ***
11:00 AM 66 32 12 0 5 71 13 0 13 32 16 0 17 74 68 0 419
11:15 AM 53 52 18 0 4 78 17 0 17 41 19 0 17 78 54 0 448
11:30 AM 68 30 9 0 9 72 14 0 15 35 22 0 19 60 66 0 419
11:45 AM 72 39 18 0 8 75 13 0 17 44 33 0 18 75 70 0 482
Total 259 153 57 0 26 296 57 0 62 152 90 0 71 287 258 0 1768
12:00 PM 55 37 10 0 7 76 18 0 15 43 28 0 11 88 54 0 442
12:15 PM 75 35 12 0 7 91 15 0 13 34 22 0 20 79 58 0 461
12:30 PM 75 41 18 0 9 59 17 0 19 44 26 0 19 84 66 0 477
12:45 PM 49 50 17 0 6 49 11 0 16 36 27 0 19 74 77 0 431
Total 254 163 57 0 29 275 61 0 63 157 103 0 69 325 255 0 1811
*** BREAK ***
03:00 PM 75 60 11 0 12 65 20 0 24 37 37 0 22 83 68 0 514
03:15 PM 61 60 14 0 2 74 18 0 26 47 28 0 28 112 80 0 550
03:30 PM 49 63 18 0 6 79 26 0 28 65 29 0 26 102 60 0 551
03:45 PM 64 57 12 0 8 78 15 0 46 72 52 0 23 98 85 0 610
Total 249 240 55 0 28 296 79 0 124 221 146 0 99 395 293 0 2225
04:00 PM 78 48 23 0 5 71 18 0 33 63 47 0 33 85 96 0 600
04:15 PM 68 40 14 0 6 94 17 0 24 75 46 0 27 87 90 0 588
04:30 PM 70 50 15 0 1 89 16 0 40 79 50 0 28 73 87 0 598
04:45 PM 67 47 7 0 2 80 22 0 26 76 38 0 22 83 91 0 561
Total 283 185 59 0 14 334 73 0 123 293 181 0 110 328 364 0 2347
05:00 PM 74 50 14 0 5 79 19 0 38 75 40 0 48 66 78 0 586
05:15 PM 86 62 17 0 7 74 19 0 33 79 57 0 28 72 83 0 617
05:30 PM 72 49 10 0 4 73 17 0 28 77 43 0 40 80 86 0 579
05:45 PM 49 54 14 0 7 72 16 0 29 82 53 0 23 88 78 0 565
Total 281 215 55 0 23 298 71 0 128 313 193 0 139 306 325 0 2347
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 2
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
Groups Printed- AUTOS - HEAVY VEHICLES
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int. Total
Grand Total 2061 1699 378 0 169 2252 609 0 736 1692 1078 0 853 2682 2444 0 16653
Apprch % 49.8 41.1 9.1 0 5.6 74.3 20.1 0 21 48.3 30.7 0 14.3 44.9 40.9 0
Total % 12.4 10.2 2.3 0 1 13.5 3.7 0 4.4 10.2 6.5 0 5.1 16.1 14.7 0
AUTOS 1890 1627 357 0 159 2138 596 0 705 1600 955 0 750 2553 2261 0 15591
% AUTOS 91.7 95.8 94.4 0 94.1 94.9 97.9 0 95.8 94.6 88.6 0 87.9 95.2 92.5 0 93.6HEAVY VEHICLES 171 72 21 0 10 114 13 0 31 92 123 0 103 129 183 0 1062
% HEAVY VEHICLES 8.3 4.2 5.6 0 5.9 5.1 2.1 0 4.2 5.4 11.4 0 12.1 4.8 7.5 0 6.4
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 3
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM03:45 PM 64
57 8 46 52 170 98 610
04:00 PM 78 48 23 0 149 5 71 18 0 94 33 63 47 0 143 33 85 96 0 214 600
04:15 PM 68 40 14 0 122 6 94 17 0 117 24 75 46 0 145 27 87 90 0 204 588
04:30 PM 70 50 15 0 135 1 89 16 0 106 40 79 50 0 169 28 73 87 0 188 598
Total
Volume280 195 64 0 539 20 332 66 0 418 143 289 195 0 627 111 343 358 0 812 2396
% App.
Total51.9 36.2 11.9 0 4.8 79.4 15.8 0 22.8 46.1 31.1 0 13.7 42.2 44.1 0
PHF .897 .855 .696 .000 .904 .625 .883 .917 .000 .893 .777 .915 .938 .000 .922 .841 .875 .932 .000 .949 .982
MORRIS BRIDGE RD.
SR
54 S
R 5
4
MORRIS BRIDGE RD.
Rght280
Thru195
Left64
Other0
InOut Total667 539 1206
Rght
20
Thru
332
Left66
Oth
er0
Out
Tota
lIn
550
418
968
Left195
Thru289
Rght143
Other0
Out TotalIn372 627 999
Left
358
Thru
343
Rght
111
Oth
er0
Tota
lO
ut
In807
812
1619
Peak Hour Begins at 03:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 4
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM07:15 AM
80 6 92
07:30 AM 61 53 4 0 118 1 66 22 0 89 19 73 27 0 119 31 91 104 0 226 552
07:45 AM 73 70 9 0 152 2 55 19 0 76 15 46 35 0 96 35 89 88 0 212 536
08:00 AM 42 71 9 0 122 3 53 20 0 76 15 53 40 0 108 44 74 86 0 204 510
Total
Volume256 254 28 0 538 12 237 76 0 325 58 226 136 0 420 153 346 361 0 860 2143
% App.
Total47.6 47.2 5.2 0 3.7 72.9 23.4 0 13.8 53.8 32.4 0 17.8 40.2 42 0
PHF .800 .894 .778 .000 .885 .500 .898 .864 .000 .913 .763 .774 .850 .000 .882 .869 .940 .868 .000 .951 .971
MORRIS BRIDGE RD.
SR
54 S
R 5
4
MORRIS BRIDGE RD.
Rght256
Thru254
Left28
Other0
InOut Total599 538 1137
Rght
12
Thru
237
Left76
Oth
er0
Out
Tota
lIn
432
325
757
Left136
Thru226
Rght58
Other0
Out TotalIn483 420 903
Left
361
Thru
346
Rght
153
Oth
er0
Tota
lO
ut
In629
860
1489
Peak Hour Begins at 07:15 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 5
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:45 AM11:45 AM 72 39
18 44 33 94 70 482
12:00 PM 55 37 10 0 102 7 76 18 0 101 15 43 28 0 86 11 88 54 0 153 442
12:15 PM 75 35 12 0 122 7 91 15 0 113 13 34 22 0 69 20 79 58 0 157 461
12:30 PM 75 41 18 0 134 9 59 17 0 85 19 44 26 0 89 19 84 66 0 169 477
Total
Volume277 152 58 0 487 31 301 63 0 395 64 165 109 0 338 68 326 248 0 642 1862
% App.
Total56.9 31.2 11.9 0 7.8 76.2 15.9 0 18.9 48.8 32.2 0 10.6 50.8 38.6 0
PHF .923 .927 .806 .000 .909 .861 .827 .875 .000 .874 .842 .938 .826 .000 .899 .850 .926 .886 .000 .950 .966
MORRIS BRIDGE RD.
SR
54 S
R 5
4
MORRIS BRIDGE RD.
Rght277
Thru152
Left58
Other0
InOut Total444 487 931
Rght
31
Thru
301
Left63
Oth
er0
Out
Tota
lIn
448
395
843
Left109
Thru165
Rght64
Other0
Out TotalIn283 338 621
Left
248
Thru
326
Rght
68
Oth
er0
Tota
lO
ut
In687
642
1329
Peak Hour Begins at 11:45 AM AUTOSHEAVY VEHICLES
Peak Hour Data
North
Crossroads Engineering13284 SW 120th Street
Miami, FL 33186Tel: 305-233-3997 Fax: 305-233-7720
AA
File Name : MORRISSite Code : 00000000Start Date : 5/23/2006Page No : 6
CLIENT : BAYSIDEJOB NO : 2006-34PROJECT: SR 54 PASCO COUNTYCOUNTY : PASCO
MORRIS BRIDGE RD.
From North
SR 54
From East
MORRIS BRIDGE RD.
From South
SR 54
From West
Start Time Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Rght Thru Left Other App. Total Int. Total
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM03:45 PM 64
57 8 46 52 170 98 610
04:00 PM 78 48 23 0 149 5 71 18 0 94 33 63 47 0 143 33 85 96 0 214 600
04:15 PM 68 40 14 0 122 6 94 17 0 117 24 75 46 0 145 27 87 90 0 204 588
04:30 PM 70 50 15 0 135 1 89 16 0 106 40 79 50 0 169 28 73 87 0 188 598
Total
Volume280 195 64 0 539 20 332 66 0 418 143 289 195 0 627 111 343 358 0 812 2396
% App.
Total51.9 36.2 11.9 0 4.8 79.4 15.8 0 22.8 46.1 31.1 0 13.7 42.2 44.1 0
PHF .897 .855 .696 .000 .904 .625 .883 .917 .000 .893 .777 .915 .938 .000 .922 .841 .875 .932 .000 .949 .982
MORRIS BRIDGE RD.
SR
54 S
R 5
4
MORRIS BRIDGE RD.
Rght280
Thru195
Left64
Other0
InOut Total667 539 1206
Rght
20
Thru
332
Left66
Oth
er0
Out
Tota
lIn
550
418
968
Left195
Thru289
Rght143
Other0
Out TotalIn372 627 999
Left
358
Thru
343
Rght
111
Oth
er0
Tota
lO
ut
In807
812
1619
Peak Hour Begins at 03:45 PM AUTOSHEAVY VEHICLES
Peak Hour Data
North
APPENDIX D
Confirmation Of K, D, & T Factors
MEMORANDUM
To: Fawzi Bitar
Cc: Peter Maass, Jeff Novtny, Akram Hussein, Rob Cursey, Domingo Noriega
From: Bob Johnson
Subject: SR 54 PD&E and Settlement Agreement K, D, & T Factors
I am requesting the Departments acceptance of the attached K30, D30, and T24 Factors to be used in the Traffic Memorandums for the SR 54 PD&E and Settlement Agreement with Wal-Mart. The SR 54 PD&E project limits is from Curley Road to Morris Bridge Road and the Settlement Agreement with Wal-Mart is from Old Pasco Road to Curley Road. These Factors would be used in developing the DDHV’s for all the future years (2010, 2020 & 2030) along SR 54. For consistency with previous I-75 traffic memorandums, we suggest the using K30 of 9.6 and a D30 of 55.1 along I-75 and the I-75/SR 54 interchange ramps used in these Traffic Technical Memorandums.
The attached is the last five years of K30, D30, and T24 information. This information is from the FTI database for the traffic count stations (26, 5102,5103, 5115, & 5116) along SR 54, from Old Pasco Road to east of Morris Bridge Road.
I look forward to the receiving the Department’s comments or acceptance of these K30, D30 and T24 Factors. Please contact me at (813) 675-6527 if you have any questions regarding the information.
- 1 -
SR 54 PD&E Settlement Agreement Area K30 D30, T24 Traffic Characteristics Year K30 D30 T24
2001 9.72 57.10 8.32002 9.60 57.88 7.22003 9.32 56.84 7.02004 9.45 57.88 6.72005 9.42 55.15 6.7
Average 9.50 57.00 7.2 Source: FTI database for Traffic count Stations 5115, 5116,
5102, 5103, & 0026 along SR 54 within Pasco County -----Original Message----- From: [email protected] [mailto:[email protected]] Sent: Thursday, August 17, 2006 9:56 AM To: [email protected] Cc: Hussein, Akram M.; [email protected]; [email protected]; [email protected]; [email protected]; Novotny, Jeffrey S. Subject: Re: SR 54 PD& E and Settlement Agreement K, D, & T Factors Request of Approval Fawzi: Nice talking to you today, I am glad to hear things are getting better for your folks back home. Per our talk today I hereby confirming what we discussed, you and the PD&E section have reviewed the K, D and T factors submitted by Bob Johnson last week and found them reasonable. We shall proceed with the development of DDHVs based on these factors. Thanks! Domingo Domingo Noriega, P.E Traffic Engineering & Planning Group Manager URS Corporation 7650 W. Courtney Campbell Cswy Tampa, FL 33607-1462 Phone: (813) 636-2475 Cell: (813) 503-7743 Fax: (813) 286-6587
Bob Johnson/Tampa/URS Corp To [email protected] 08/10/2006 10:56 AM cc Peter Maass/Tampa/URSCorp@URSCORP, Robert Cursey/Tampa/URSCorp@URSCORP, Domingo Noriega/Tampa/URSCorp@URSCORP, [email protected] Subject SR 54 PD& E and Settlement Agreement K, D, & T Factors Request Of Approval Fawzi: The attached memorandum and files is a request for approval of the K30, D30, and T24 Factors to be used in the SR 65 PD & E and SR 54 Settlement Agreement. I look forward to hearing from you at your earlist convenience. (See attached file: SR 54 K & D.xls)(See attached file: SR 54 PD&E and Settlement Agreement K,D,& T factors.doc)
APPENDIX E
Existing Level of Service
Printouts
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7 a.m.
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FDOT Analysis Year Existing 2006
Project Description East/West Street: SR 54 North/South Street: Smith Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 821 21 7 866 Peak-Hour Factor, PHF 1.00 0.91 0.91 0.87 0.87 1.00 Hourly Flow Rate, HFR (veh/h) 0 902 23 8 995 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 7 5 Peak-Hour Factor, PHF 0.56 1.00 0.56 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 12 0 8 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 8 20 C (m) (veh/h) 731 37 v/c 0.01 0.54 95% queue length 0.03 1.87 Control Delay (s/veh) 10.0 184.3 LOS A F Approach Delay (s/veh) -- -- 184.3 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:31 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FL Analysis Year Existing 2006
Project Description East/West Street: SR 54 North/South Street: Smith Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 933 9 4 827 Peak-Hour Factor, PHF 1.00 0.98 0.98 0.99 0.99 1.00 Hourly Flow Rate, HFR (veh/h) 0 952 9 4 835 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 8 9 Peak-Hour Factor, PHF 0.78 1.00 0.78 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 10 0 11 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 4 21 C (m) (veh/h) 708 65 v/c 0.01 0.32 95% queue length 0.02 1.18 Control Delay (s/veh) 10.1 84.9 LOS B F Approach Delay (s/veh) -- -- 84.9 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:40 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & Meadow Point Blvd.
Area Type All other areas Jurisdiction Pasco County, FL Analysis Year Existing 2006 AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 1 1 1 1
Lane Group T R L T L R
Volume (vph) 700 126 118 803 70 93
% Heavy Vehicles 4 4 4 4 2 2
PHF 0.95 0.95 0.90 0.90 0.83 0.83
Pretimed/Actuated (P/A) A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.0 3.0 2.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 13 0 0 0 0 10 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing WB Only EW Perm 03 04 NB Only 06 07 08
Timing G = 14.0 G = 70.0 G = G = G = 40.0 G = G = G = Y = 4 Y = 7 Y = Y = Y = 5 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 737 119 131 892 84 100
Lane Group Capacity 927 788 321 1161 518 464
v/c Ratio 0.80 0.15 0.41 0.77 0.16 0.22
Green Ratio 0.51 0.51 0.65 0.64 0.29 0.29
Uniform Delay d1 28.5 18.4 19.3 18.2 36.7 37.4
Delay Factor k 0.34 0.11 0.11 0.32 0.11 0.11
Incremental Delay d2 4.9 0.1 0.8 3.2 0.1 0.2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 33.4 18.5 20.2 21.3 36.9 37.6
Lane Group LOS C B C C D D
Approach Delay 31.3 21.2 37.3
Approach LOS C C D
Intersection Delay 26.8 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:33 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. SR 54 Synchro Analysis Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Meadow Point Blvd.
Area Type All other areas Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 1 1 1 1
Lane Group T R L T L R
Volume (vph) 893 49 73 763 68 98
% Heavy Vehicles 4 4 4 4 2 2
PHF 0.93 0.93 0.86 0.86 0.77 0.77
Pretimed/Actuated (P/A) A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.0 3.0 2.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 5 0 0 0 0 10 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing WB Only EW Perm 03 04 NB Only 06 07 08
Timing G = 14.0 G = 70.0 G = G = G = 40.0 G = G = G = Y = 4 Y = 7 Y = Y = Y = 5 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 960 47 85 887 88 114
Lane Group Capacity 927 788 226 1161 518 464
v/c Ratio 1.04 0.06 0.38 0.76 0.17 0.25
Green Ratio 0.51 0.51 0.65 0.64 0.29 0.29
Uniform Delay d1 34.5 17.5 29.0 18.1 36.8 37.7
Delay Factor k 0.50 0.11 0.11 0.32 0.11 0.11
Incremental Delay d2 39.1 0.0 1.1 3.1 0.2 0.3 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 73.6 17.6 30.0 21.1 37.0 38.0
Lane Group LOS E B C C D D
Approach Delay 71.0 21.9 37.6
Approach LOS E C D
Intersection Delay 46.0 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:39 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7 a.m.
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FDOT Analysis Year Existing 2006
Project Description SR 54 PD&E study East/West Street: SR 54 North/South Street: Ronnoch/Foxwood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 15 755 23 7 806 4 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.91 0.91 0.91 Hourly Flow Rate, HFR (veh/h) 16 820 24 7 885 4
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 1 1 1 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 81 1 46 21 0 67 Peak-Hour Factor, PHF 0.66 0.66 0.66 0.79 0.79 0.79 Hourly Flow Rate, HFR (veh/h) 122 1 69 26 0 84
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L LTR LTR v (veh/h) 16 7 192 110 C (m) (veh/h) 754 784 67 142 v/c 0.02 0.01 2.87 0.77 95% queue length 0.06 0.03 19.35 4.73 Control Delay (s/veh) 9.9 9.6 974.0 86.5 LOS A A F F Approach Delay (s/veh) -- -- 974.0 86.5 Approach LOS -- -- F F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:26 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Project Description East/West Street: SR 54 North/South Street: Ronnoch/Foxwood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 45 856 90 31 767 24 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.94 0.94 0.94 Hourly Flow Rate, HFR (veh/h) 46 882 92 32 815 25
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 1 1 1 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 33 0 13 3 1 36 Peak-Hour Factor, PHF 0.83 0.83 0.83 0.63 0.63 0.63 Hourly Flow Rate, HFR (veh/h) 39 0 15 4 1 57
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L LTR LTR v (veh/h) 46 32 54 62 C (m) (veh/h) 786 700 54 243 v/c 0.06 0.05 1.00 0.26 95% queue length 0.19 0.14 4.50 0.98 Control Delay (s/veh) 9.9 10.4 244.9 24.8 LOS A B F C Approach Delay (s/veh) -- -- 244.9 24.8 Approach LOS -- -- F C
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:42 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7.00 a.m.
Intersection SR 54 & Riverside Crossing Blv
Jurisdiction Pasco County, FDOT Analysis Year Existing 2006
Project Description East/West Street: SR 54 North/South Street: Riverside Crossing Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 19 803 708 0 Peak-Hour Factor, PHF 0.92 0.92 1.00 1.00 0.94 0.94 Hourly Flow Rate, HFR (veh/h) 20 872 0 0 753 0
Percent Heavy Vehicles 4 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 42 109 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.84 1.00 0.84 Hourly Flow Rate, HFR (veh/h) 0 0 0 50 0 129
Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R v (veh/h) 20 50 129 C (m) (veh/h) 848 104 410 v/c 0.02 0.48 0.31 95% queue length 0.07 2.12 1.33 Control Delay (s/veh) 9.3 68.2 17.8 LOS A F C Approach Delay (s/veh) -- -- 31.8 Approach LOS -- -- D
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:29 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Riverside Crossing Blv
Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Project Description East/West Street: SR 54 North/South Street: Riverside Crossing Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 86 786 792 33 Peak-Hour Factor, PHF 0.89 0.89 1.00 1.00 0.87 0.87 Hourly Flow Rate, HFR (veh/h) 96 883 0 0 910 37
Percent Heavy Vehicles 4 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 16 30 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.78 1.00 0.78 Hourly Flow Rate, HFR (veh/h) 0 0 0 20 0 38
Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R v (veh/h) 96 20 38 C (m) (veh/h) 717 58 333 v/c 0.13 0.34 0.11 95% queue length 0.46 1.25 0.38 Control Delay (s/veh) 10.8 96.7 17.2 LOS B F C Approach Delay (s/veh) -- -- 44.6 Approach LOS -- -- E
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:41 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7 a.m.
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FDOT Analysis Year Existing 2006
Project Description East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 19 812 14 9 663 4 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.86 0.86 0.86 Hourly Flow Rate, HFR (veh/h) 19 837 14 10 770 4
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 37 2 56 6 0 8 Peak-Hour Factor, PHF 0.77 0.77 0.77 0.58 0.58 0.58 Hourly Flow Rate, HFR (veh/h) 48 2 72 10 0 13
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration LT L LTR LTR v (veh/h) 19 10 122 23 C (m) (veh/h) 833 779 135 106 v/c 0.02 0.01 0.90 0.22 95% queue length 0.07 0.04 6.00 0.77 Control Delay (s/veh) 9.4 9.7 116.4 48.1 LOS A A F E Approach Delay (s/veh) -- -- 116.4 48.1 Approach LOS -- -- F E
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:30 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Project Description East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 20 750 32 52 770 12 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.92 0.92 0.92 Hourly Flow Rate, HFR (veh/h) 21 789 33 56 836 13
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 22 0 35 10 1 33 Peak-Hour Factor, PHF 0.89 0.89 0.89 0.79 0.79 0.79 Hourly Flow Rate, HFR (veh/h) 24 0 39 12 1 41
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration LT L LTR LTR v (veh/h) 21 56 63 54 C (m) (veh/h) 780 799 107 145 v/c 0.03 0.07 0.59 0.37 95% queue length 0.08 0.23 2.83 1.56 Control Delay (s/veh) 9.7 9.8 78.3 43.9 LOS A A F E Approach Delay (s/veh) -- -- 78.3 43.9 Approach LOS -- -- F E
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:40 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7.00 am
Intersection SR 54 & New River Rd. Jurisdiction Pasco County, FL Analysis Year Existing 2006 am
Project Description East/West Street: SR 54 North/South Street: New River Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 850 81 27 648 Peak-Hour Factor, PHF 1.00 0.77 0.77 0.93 0.93 1.00 Hourly Flow Rate, HFR (veh/h) 0 1103 105 29 696 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 32 58 Peak-Hour Factor, PHF 0.71 1.00 0.71 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 45 0 81 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 29 126 C (m) (veh/h) 571 140 v/c 0.05 0.90 95% queue length 0.16 6.05 Control Delay (s/veh) 11.6 112.7 LOS B F Approach Delay (s/veh) -- -- 112.7 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:34 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & New River Rd. Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Project Description East/West Street: SR 54 North/South Street: New River Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 748 47 57 827 Peak-Hour Factor, PHF 1.00 0.89 0.89 0.93 0.93 1.00 Hourly Flow Rate, HFR (veh/h) 0 840 52 61 889 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 29 54 Peak-Hour Factor, PHF 0.86 1.00 0.86 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 33 0 62 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 61 95 C (m) (veh/h) 752 156 v/c 0.08 0.61 95% queue length 0.26 3.27 Control Delay (s/veh) 10.2 58.7 LOS B F Approach Delay (s/veh) -- -- 58.7 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:38 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. SR 54 Synchro Analysis Date Performed 04/07/2008 Time Period 7.00 am
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year Existing 2006 AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 1
Lane Group L TR L TR L TR L T R
Volume (vph) 345 343 147 89 245 15 135 216 49 22 255 267
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.91 0.91 0.91 0.88 0.88 0.88 0.89 0.89 0.89
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 15 0 0 2 0 0 5 0 0 27 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 NB Only NS Perm 07 08
Timing G = 15.0 G = 35.0 G = G = G = 19.9 G = 25.0 G = G = Y = 5.7 Y = 6.5 Y = Y = Y = 6.8 Y = 6.1 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 363 500 98 283 153 295 25 287 270
Lane Group Capacity 461 827 263 544 428 797 234 404 343
v/c Ratio 0.79 0.60 0.37 0.52 0.36 0.37 0.11 0.71 0.79
Green Ratio 0.48 0.47 0.30 0.30 0.43 0.44 0.22 0.22 0.22
Uniform Delay d1 28.5 23.4 33.1 34.8 22.6 22.5 37.7 43.5 44.4
Delay Factor k 0.33 0.22 0.15 0.16 0.11 0.11 0.11 0.27 0.33
Incremental Delay d2 8.8 1.5 1.2 1.2 0.5 0.3 0.2 5.7 11.6 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 37.3 24.8 34.3 36.0 23.1 22.8 37.9 49.3 56.0
Lane Group LOS D C C D C C D D E
Approach Delay 30.1 35.6 22.9 51.9
Approach LOS C D C D
Intersection Delay 35.2 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:35 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. SR 54 Synchro Analysis Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year Existing 2006 PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 1
Lane Group L TR L TR L TR L T R
Volume (vph) 339 319 144 71 342 23 221 313 128 55 215 321
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.89 0.89 0.89 0.92 0.92 0.92 0.90 0.90 0.90
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 15 0 0 3 0 0 13 0 0 33 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 NB Only NS Perm 07 08
Timing G = 15.0 G = 35.0 G = G = G = 19.9 G = 25.0 G = G = Y = 5.7 Y = 6.5 Y = Y = Y = 6.8 Y = 6.1 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 357 472 80 406 240 465 61 239 320
Lane Group Capacity 367 826 270 544 466 785 200 404 343
v/c Ratio 0.97 0.57 0.30 0.75 0.52 0.59 0.31 0.59 0.93
Green Ratio 0.48 0.47 0.30 0.30 0.43 0.44 0.22 0.22 0.22
Uniform Delay d1 35.6 22.9 32.3 37.9 23.4 25.5 39.4 42.2 46.1
Delay Factor k 0.48 0.20 0.15 0.32 0.12 0.18 0.11 0.18 0.45
Incremental Delay d2 39.6 1.2 0.8 6.0 1.0 1.2 0.9 2.3 31.8 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 75.2 24.0 33.1 43.8 24.4 26.7 40.3 44.5 78.0
Lane Group LOS E C C D C C D D E
Approach Delay 46.1 42.1 25.9 61.4
Approach LOS D D C E
Intersection Delay 43.6 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:37 PM
ARTPLAN 2007 Conceptual Planning Analysis
Description/File Information
File NameF:\PROJECT\5067054\FILECA~1\CF2E4~1.DES\C5E6E~1.13_\AFTERC~1\HIGHPL~1\ARTPLA~1\AP_200~3.XML
Date Prepared 5/8/2008
Program ARTPLAN 2007 Version Date 3/18/08
Analyst AMH Agency American District
Arterial Name SR 54Begin Intersection
CurleyEnd Intersection
Meadow Point Blvd
Study Period Kother Peak Direction Westbound
User Notes
2006 Existing
Facility Data
Roadway Variables Traffic Variables Control VariablesArea Type Transitioning/Urban AADT 25300 # of Signals 1
Class 1 K 0.095 Control Type Actuated
Posted Speed 50 D 0.57 Cycle Length 140
# Thru Lanes 2 PHF 0.9 Through g/C 0.44
Median Type Non-Restrictive % Heavy Vehicles 4 Left g/C 0.13
Left Turn Lanes Yes % Left Turns 13 Arrival Type 3
LT Lane(s) Storage Length 450 % Right Turns 0
Right Turn Lanes NoBase Sat. Flow Rate
1950
Adj. Sat. Flow Rate
1783
Page 1 of 3
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
Automobile Intersection and Segment Data
Segment #
Cycle Length
Thru g/C
Left g/C
Arr. Type
Left Turn Lanes
Right Turn Lanes
% Left Turn
% Right Turn
INT # Dir. Lanes
Length AADTHourly
Vol.
SEG # Dir. Lanes
FFS Median Type
1 (to Meadow Point Blvd)
140 0.44 0.13 3 Yes Yes 2 19 1 1.2 25300 1370 1 50Non-
Restrictive
Automobile LOS
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to Meadow Point Blvd) 1203 1726 1.58 303.13 F No 10.8 F
Arterial Length 1.20
Weighted g/C 0.44
FFS Delay
Threshold Delay
Auto Speed
###Auto LOS F
Automobile Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 900 vphpl.
A B C D E
Lanes Hourly Volume In Peak Direction
1 ** 610 900 960 ***
2 ** 1280 1840 1950 ***
3 ** 1950 2780 2940 ***
4 ** 2620 3720 3930 ***
* ** 610 900 960 ***
Lanes Hourly Volume In Both Directions
2 ** 1070 1580 1690 ***
4 ** 2250 3230 3420 ***
6 ** 3420 4880 5160 ***
8 ** 4600 6530 6900 ***
* ** 1070 1580 1690 ***
Lanes Annual Average Daily Traffic
2 ** 11300 16600 17800 ***
4 ** 23600 34000 36000 ***
6 ** 36000 51300 54300 ***
8 ** 48400 68700 72600 ***
* ** 11300 16600 17800 ***
Page 2 of 3
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
HIGHPLAN 2007 Conceptual Planning Analysis
Description/File Information
File Name HP_200~2.XML Road Name SR 54 Study Period Kother Analyst LW From Foxwood Analysis Type Segment Date Prepared 4/28/2008 To W of MB Rd Version Date 11/9/07 Agency American Peak Direction Eastbound
DistrictOff Peak Direction Westbound
User Notes Yr. 2006 Between Foxwood and west of Morris Bridge Rd
Segment Data
Roadway Variables Traffic Variables
Area Type Transitioning/UrbanSegment Length
3 AADT 22141 PHF .95
# Thru Lanes 2 Median No K .095% Heavy Vehicles
4
Terrain LevelLeft Turn Lanes
Yes D .57 Base Capacity 1700
Posted Speed 50Pass Lane Spacing
N/APeak Dir. Hrly. Vol.
1199Local Adj. Factor
1
Free Flow Speed
55 % NPZ 70Off Peak Dir. Hrly. Vol.
904Adjusted Capacity
1667
LOS Results v/c Ratio 0.75 Density N/A PTSF 91.62 ATS 36.9 % FFS 67.10
FFS Delay 96.46 LOS
Thresh. Delay
76.82 Service Measure
PFFS LOS D
Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 1600 vphpl.
A B C D E
Lanes Hourly Volume In Peak Direction
1 130 420 850 1210 1530
2
3
4
Lanes Hourly Volume In Both Directions
2 230 740 1490 2120 2680
4
6
8
Lanes Annual Average Daily Traffic
2 2400 7800 15700 22300 28200
4
6
Page 1 of 2
5/14/2008file://C:\Program Files\LOSPLAN2007\HIGHPLAN\HP_2006NoBuildCenterSegment.xml
* Cannot be achieved based on input data provided.
8
Lanes Service Measure Thresholds
1 0.92 0.83 0.75 0.67 0.58
2
3
4
Page 2 of 2
5/14/2008file://C:\Program Files\LOSPLAN2007\HIGHPLAN\HP_2006NoBuildCenterSegment.xml
ARTPLAN 2007 Conceptual Planning Analysis
Description/File Information
File NameC:\PROGRA~1\LOSPLA~1\ARTPLAN\AP_200~2.XML
Date Prepared 5/7/2008
Program ARTPLAN 2007 Version Date 3/18/08
Analyst LW Agency American District
Arterial Name SR 54 Begin IntersectionEnd Intersection
Study Period Kother Peak Direction Eastbound
User Notes
2006 West and East of Morris Br Rd
Facility Data
Roadway Variables Traffic Variables Control VariablesArea Type Transitioning/Urban AADT 17300 # of Signals 1
Class Signal K 0.095 Control Type Actuated
Posted Speed 30 D 0.57 Cycle Length 120
# Thru Lanes 2 PHF 0.91 Through g/C 0.39
Median Type Restrictive % Heavy Vehicles (Peak) 3.5 Left g/C 0.17
Left Turn Lanes Yes% Heavy Vehicles (Off-Peak)
7Arrival Type (Peak)
3
LT Lane(s) Storage Length 195 % Left Turns (Peak) 16Arrival Type (Off-Peak)
3
Right Turn Lanes Yes % Right Turns (Peak) 16
% Left Turns (Off-Peak) 16
% Right Turns (Off-Peak) 16
Adj. Sat. Flow Rate (Peak) 1547
Adj. Sat. Flow Rate (Off-Peak)
1461
Automobile LOS (Peak)
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to ) NA NA
Page 1 of 4
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
Automobile LOS (Off-Peak)
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to ) NA NA
Page 2 of 4
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
APPENDIX F
Future Level Of Service
Printouts
2030 No-Build
Alternative
(This page intentionally left blank)
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period am
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Smith Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 969 65 61 1582 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 1020 68 64 1665 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 47 17 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 49 0 17 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 64 66 C (m) (veh/h) 634 0 v/c 0.10 95% queue length 0.34 Control Delay (s/veh) 11.3 LOS B F Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:01 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 1582 47 17 969 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 1665 49 17 1020 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 65 61 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 68 0 64 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 17 132 C (m) (veh/h) 364 18 v/c 0.05 7.33 95% queue length 0.15 17.14 Control Delay (s/veh) 15.4 3270 LOS C F Approach Delay (s/veh) -- -- 3270 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:11 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7.00 am
Intersection SR 54 & Curley Road Ext. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 No Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 1 1 1 1 1 2 0 1 2 0
Lane Group L T R L T R L TR L TR
Volume (vph) 24 778 184 378 1350 200 237 832 300 366 1008 56
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.5 3.5 3.5 2.0 3.5 3.5 3.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 19 0 0 20 0 0 30 0 0 6 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing WB Only EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G = 19.0 G = 55.0 G = G = G = 11.0 G = 34.0 G = G = Y = 4 Y = 7 Y = Y = Y = 5 Y = 5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 25 819 174 398 1421 189 249 1160
385 1114
Lane Group Capacity 52 737 627 288 1037 882 205 854 205 880
v/c Ratio 0.48 1.11 0.28 1.38 1.37 0.21 1.21 1.36 1.88 1.27
Green Ratio 0.40 0.40 0.40 0.58 0.57 0.57 0.36 0.25 0.36 0.25
Uniform Delay d1 30.9 41.8 28.0 47.7 30.3 14.9 38.8 52.5 38.8 52.5
Delay Factor k 0.11 0.50 0.11 0.50 0.50 0.11 0.50 0.50 0.50 0.50
Incremental Delay d2 6.9 68.0 0.2 192.1 172.8 0.1 132.7 168.9 413.1 128.7
PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Control Delay 37.7 109.8 28.3 239.8 203.1 15.0 171.6 221.4 451.9 181.2
Lane Group LOS D F C F F B F F F F
Approach Delay 94.1 192.7 212.6 250.7
Approach LOS F F F F
Intersection Delay 195.1 Intersection LOS F Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/29/2008 1:14 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Curley Road Ext. Area Type All other areas Jurisdiction Pasco County Analysis Year 2030 No Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 1 1 1 1 1 2 0 1 2 0
Lane Group L T R L T R L TR L TR
Volume (vph) 56 1350 237 300 778 366 184 1008 378 200 832 24
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.5 3.5 3.5 2.0 3.0 3.0 3.0 3.0 3.0 3.0
Arrival Type 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 24 0 0 37 0 0 38 0 0 3 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing WB Only EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G = 12.0 G = 63.0 G = G = G = 10.0 G = 34.0 G = G = Y = 4 Y = 7 Y = Y = Y = 5 Y = 5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 59 1421 224 316 819 346 194 1419
211 898
Lane Group Capacity 167 842 715 201 1044 887 192 853 192 884
v/c Ratio 0.35 1.69 0.31 1.57 0.78 0.39 1.01 1.66 1.10 1.02
Green Ratio 0.46 0.46 0.46 0.59 0.57 0.57 0.36 0.25 0.36 0.25
Uniform Delay d1 24.3 37.8 23.8 46.9 23.3 16.5 33.9 52.5 37.5 52.5
Delay Factor k 0.11 0.50 0.11 0.50 0.33 0.11 0.50 0.50 0.50 0.50
Incremental Delay d2 1.3 314.6 0.3 280.1 4.0 0.3 67.7 303.8 93.9 34.3 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Control Delay 25.6 352.4 24.0 327.0 27.3 16.8 101.5 356.3 131.4 86.8
Lane Group LOS C F C F C B F F F F
Approach Delay 297.9 88.8 325.7 95.3
Approach LOS F F F F
Intersection Delay 215.0 Intersection LOS F Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/29/2008 1:32 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period AM
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description SR 54 PD&E Study East/West Street: SR 54 North/South Street: Ronnoch/Foxwood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 89 1303 52 265 1488 70 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 93 1371 54 278 1566 73
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 1 1 1 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 210 5 83 110 8 230 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 221 5 87 115 8 242
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L LTR LTR v (veh/h) 93 278 313 365 C (m) (veh/h) 390 471 0 0 v/c 0.24 0.59 95% queue length 0.92 3.74 Control Delay (s/veh) 17.1 23.1 LOS C C F F Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 4:54 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Ronnoch/Foxwood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 230 1488 210 83 1303 110 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 242 1566 221 87 1371 115
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 1 1 1 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 52 8 265 70 5 89 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 54 8 278 73 5 93
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L LTR LTR v (veh/h) 242 87 340 171 C (m) (veh/h) 446 341 0 0 v/c 0.54 0.26 95% queue length 3.17 1.00 Control Delay (s/veh) 22.2 19.1 LOS C C F F Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:09 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period am
Intersection SR 54 & Riverside Crossing Blv
Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Riverside Crossing Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 45 1451 1703 32 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 47 1527 0 0 1792 33
Percent Heavy Vehicles 4 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 85 120 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.95 1.00 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 0 89 0 126
Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R v (veh/h) 47 89 126 C (m) (veh/h) 330 7 100 v/c 0.14 12.71 1.26 95% queue length 0.49 12.85 8.69 Control Delay (s/veh) 17.7 6300 253.9 LOS C F F Approach Delay (s/veh) -- -- 2757 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:00 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Riverside Crossing Blv
Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Riverside Crossings Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 120 1703 1451 85 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 126 1792 0 0 1527 89
Percent Heavy Vehicles 4 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 32 45 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.95 1.00 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 0 33 0 47
Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R v (veh/h) 126 33 47 C (m) (veh/h) 398 4 145 v/c 0.32 8.25 0.32 95% queue length 1.34 5.77 1.30 Control Delay (s/veh) 18.2 4986 41.3 LOS C F E Approach Delay (s/veh) -- -- 2081 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:10 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period AM
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 86 1368 82 108 1570 40 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 90 1440 86 113 1652 42
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 115 15 95 62 21 50 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 121 15 100 65 22 52
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration LT L LTR LTR v (veh/h) 90 113 236 139 C (m) (veh/h) 371 431 v/c 0.24 0.26 95% queue length 0.94 1.04 Control Delay (s/veh) 17.8 16.3 LOS C C Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:01 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 50 1570 115 95 1368 62 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 52 1652 121 100 1440 65
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 82 21 108 40 15 86 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 86 22 113 42 15 90
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration LT L LTR LTR v (veh/h) 52 100 221 147 C (m) (veh/h) 439 346 v/c 0.12 0.29 95% queue length 0.40 1.17 Control Delay (s/veh) 14.3 19.6 LOS B C Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:11 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period am
Intersection SR 54 & New River Rd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: New River Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 1347 160 117 1458 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 1417 168 123 1534 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 190 97 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 200 0 102 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 123 302 C (m) (veh/h) 409 12 v/c 0.30 25.17 95% queue length 1.25 39.14 Control Delay (s/veh) 17.5 11484 LOS C F Approach Delay (s/veh) -- -- 11484 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:03 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & New River Rd. Jurisdiction Pasco County, FL Analysis Year 2030 No Build
Project Description East/West Street: SR 54 North/South Street: New River Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 1458 190 97 1347 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 1534 200 102 1417 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration T R L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 160 117 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 168 0 123 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L LR v (veh/h) 102 291 C (m) (veh/h) 358 15 v/c 0.28 19.40 95% queue length 1.15 37.42 Control Delay (s/veh) 19.0 8771 LOS C F Approach Delay (s/veh) -- -- 8771 Approach LOS -- -- F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:14 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 12:07 am
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 No Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 1
Lane Group L TR L TR L TR L T R
Volume (vph) 320 770 440 325 927 71 400 380 220 37 670 290
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 4.5 4.5 4.5 4.8 3.8 4.1 4.1 4.1
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 44 0 0 8 0 0 22 0 0 29 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 NB Only NS Perm 07 08
Timing G = 8.3 G = 56.5 G = G = G = 10.2 G = 19.9 G = G = Y = 5.7 Y = 6.5 Y = Y = Y = 6.8 Y = 6.1 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 337 1228 342 1042
421 608 39 705 275
Lane Group Capacity 206 1055 61 890 254 570 62 342 290
v/c Ratio 1.64 1.16 5.61 1.17 1.66 1.07 0.63 2.06 0.95
Green Ratio 0.61 0.61 0.49 0.49 0.32 0.32 0.18 0.18 0.18
Uniform Delay d1 39.0 23.5 30.5 30.5 34.4 40.7 45.2 49.0 48.4
Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.21 0.50 0.46
Incremental Delay d2 307.1 84.4 2108 88.8 312.8 56.7 18.7 487.6 39.1
PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 346.2 107.9 2139 119.3 347.1 97.4 63.9 536.6 87.5
Lane Group LOS F F F F F F E F F
Approach Delay 159.2 618.4 199.6 397.3
Approach LOS F F F F
Intersection Delay 343.2 Intersection LOS F Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:03 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 No Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 1
Lane Group L TR L TR L TR L T R
Volume (vph) 290 927 400 218 770 37 440 670 325 71 380 320
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 4.5 4.5 4.5 4.8 3.8 4.1 4.1 4.1
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 40 0 0 4 0 0 33 0 0 32 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 NB Only NS Perm 07 08
Timing G = 9.3 G = 58.5 G = G = G = 12.2 G = 14.9 G = G = Y = 5.7 Y = 6.5 Y = Y = Y = 6.8 Y = 6.1 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 305 1355 229 846 463 1012
75 400 303
Lane Group Capacity 226 1108 61 923 283 529 62 264 224
v/c Ratio 1.35 1.22 3.75 0.92 1.64 1.91 1.21 1.52 1.35
Green Ratio 0.63 0.63 0.51 0.51 0.30 0.30 0.14 0.14 0.14
Uniform Delay d1 37.9 22.0 29.5 27.2 36.8 42.2 51.5 51.5 51.5
Delay Factor k 0.50 0.50 0.50 0.44 0.50 0.50 0.50 0.50 0.50
Incremental Delay d2 183.6 108.6 1278 13.8 301.7 417.9 181.5 250.4 185.1
PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Control Delay 221.5 130.6 1308 41.0 338.5 460.0 233.0 301.9 236.6
Lane Group LOS F F F D F F F F F
Approach Delay 147.3 310.9 421.9 269.8
Approach LOS F F F F
Intersection Delay 282.8 Intersection LOS F Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:15 PM
2030 Build
Alternative
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SHORT REPORT General Information Site Information Analyst SF
Agency or Co. SR 54 PD&E Study - 2030 Build
Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & Zephyrhills Bypass Area Type All other areas Jurisdiction Pasco County, FDOT Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 3 3 2 1
Lane Group T T L R
Volume (vph) 1371 1705 1637 53
% Heavy Vehicles 4 2 4 4
PHF 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A
Startup Lost Time 2.0 2.0 2.0 2.0
Extension of Effective Green 3.3 3.3 3.3 3.3
Arrival Type 4 3 3 3
Unit Extension 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 0 0 0 0 6 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing Thru Only 02 03 04 NB Only 06 07 08
Timing G = 60.2 G = G = G = G = 79.2 G = G = G = Y = 5.3 Y = Y = Y = Y = 5.3 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 1443 1795
1723 49
Lane Group Capacity 2041 2080
1809 833
v/c Ratio 0.71 0.86 0.95 0.06
Green Ratio 0.41 0.41 0.54 0.54
Uniform Delay d1 36.8 40.4 32.9 16.6
Delay Factor k 0.27 0.39 0.46 0.11
Incremental Delay d2 0.9 4.0 11.9 0.0 PF Factor 0.884 1.000 1.000 1.000 Control Delay 33.4 44.4 44.8 16.7
Lane Group LOS C D D B
Approach Delay 33.4 44.4 44.0
Approach LOS C D D
Intersection Delay 41.1 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:27 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Zephyrhills Bypass Area Type All other areas Jurisdiction Pasco County,FL Analysis Year 2030 Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 3 3 2 1
Lane Group T T L R
Volume (vph) 1650 1424 996 55
% Heavy Vehicles 4 2 4 4
PHF 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A
Startup Lost Time 2.0 2.0 2.0 2.0
Extension of Effective Green 3.3 3.3 3.3 3.3
Arrival Type 4 3 3 3
Unit Extension 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 0 0 0 0 6 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing Thru Only 02 03 04 NB Only 06 07 08
Timing G = 89.3 G = G = G = G = 50.1 G = G = G = Y = 5.3 Y = Y = Y = Y = 5.3 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 1737 1499
1048 52
Lane Group Capacity 3006 3065
1155 532
v/c Ratio 0.58 0.49 0.91 0.10
Green Ratio 0.60 0.60 0.34 0.34
Uniform Delay d1 18.1 16.7 47.0 33.5
Delay Factor k 0.17 0.11 0.43 0.11
Incremental Delay d2 0.2 0.1 10.4 0.1 PF Factor 0.565 1.000 1.000 1.000 Control Delay 10.4 16.8 57.5 33.6
Lane Group LOS B B E C
Approach Delay 10.4 16.8 56.3
Approach LOS B B E
Intersection Delay 24.3 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:35 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7:00 am
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Project Description SR 54 PD&E Study East/West Street: SR 54 North/South Street: Smith Road Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 646 126 1690 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 680 132 0 1778 0
Percent Heavy Vehicles 0 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T TR T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 64 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 67 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration R v (veh/h) 67 C (m) (veh/h) 594 v/c 0.11 95% queue length 0.38 Control Delay (s/veh) 11.8 LOS B Approach Delay (s/veh) -- -- 11.8 Approach LOS -- -- B
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:30 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Smith Rd. Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Project Description SR 54 PD&E Study East/West Street: SR 54/Zephyrhills Bypass North/South Street: SR 54 Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 1055 64 1051 Peak-Hour Factor, PHF 1.00 0.95 0.95 0.95 0.95 1.00 Hourly Flow Rate, HFR (veh/h) 0 1110 67 0 1106 0
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T TR T Upstream Signal 0 1 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 126 Peak-Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 132 0 0 0
Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration R v (veh/h) 132 C (m) (veh/h) 452 v/c 0.29 95% queue length 1.20 Control Delay (s/veh) 16.2 LOS C Approach Delay (s/veh) -- -- 16.2 Approach LOS -- -- C
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:37 PM
SHORT REPORT General Information Site Information
Analyst AMH Agency or Co. ACE Date Performed 01/14/2009 Time Period 7:00 am
Intersection SR 54 & Curley Ext/Meadow Pnt.
Area Type All other areas Jurisdiction Pasco County Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 3 0 2 3 0 1 2 1 2 2 1
Lane Group L TR L TR L T R L T R
Volume (vph) 71 778 184 496 1350 200 237 832 300 366 1008 56
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.3 4.3 3.3 4.3 3.3 3.5 3.5 3.3 3.5 3.5
Arrival Type 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 19 0 0 20 0 0 30 0 0 6 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left WB Only Thru & RT 04 Excl. Left NS Perm 07 08
Timing G = 9.5 G = 9.5 G = 32.0 G = G = 16.8 G = 41.5 G = G = Y = 5.3 Y = 5.3 Y = 6.3 Y = Y = 5.3 Y = 5.5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 137.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 75 993 522 1610 249 876 284 385 1061 53
Lane Group Capacity 137 1213 630 1752 289 1113
670 454 1113 670
v/c Ratio 0.55 0.82 0.83 0.92 0.86 0.79 0.42 0.85 0.95 0.08
Green Ratio 0.08 0.25 0.19 0.36 0.48 0.31 0.42 0.13 0.31 0.42
Uniform Delay d1 60.7 48.4 53.6 42.0 40.0 42.8 27.8 58.1 46.0 23.6
Delay Factor k 0.15 0.36 0.37 0.44 0.39 0.33 0.11 0.38 0.46 0.11
Incremental Delay d2 4.6 4.5 9.1 8.3 22.4 3.8 0.4 14.0 16.9 0.1 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 65.3 53.0 62.6 50.3 62.4 46.7 28.2 72.1 63.0 23.6
Lane Group LOS E D E D E D C E E C
Approach Delay 53.8 53.4 45.7 63.9
Approach LOS D D D E
Intersection Delay 54.3 Intersection LOS D Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 1/14/2009 9:10 AM
HCS+™ DETAILED REPORT General Information Site Information
Analyst AMH Agency or Co. ACE Date Performed 01/14/2009 Time Period 5:00 pm
Intersection SR 54 & Curley Ext./Meadow Pnt
Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build PM Project ID SR 54 PD&E Study
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes, N1 1 3 0 2 3 0 1 2 1 2 2 1 Lane Group L TR L TR L T R L T R Volume, V (vph) 121 1350 237 375 778 366 184 1008 378 200 832 24 % Heavy Vehicles, %HV 4 4 4 4 4 4 2 2 2 2 2 2 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or Actuated (A) A A A A A A A A A A A A Start-up Lost Time, l1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, e 3.3 4.3 3.3 4.3 3.3 3.5 3.5 3.3 3.5 3.5 Arrival Type, AT 3 3 3 3 3 3 3 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 24 0 0 37 0 0 38 0 0 3 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, NB 0 0 0 0 0 0 0 0 0 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2 Phasing Excl. Left Thru & RT 03 04 Excl. Left NS Perm 07 08
Timing G = 18.0 G = 45.0 G = G = G = 10.6 G = 40.0 G = G = Y = 5.3 Y = 6.3 Y = Y = Y = 5.3 Y = 5.5 Y = Y =
Duration of Analysis, T = 0.25 Cycle Length, C = 136.0 Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Adjusted Flow Rate, v 127 1645 395 1165 194 1061 358 211 876 22
Lane Group Capacity, c 246 1695 478 1654 213 1082 757 301 1082 757
v/c Ratio, X 0.52 0.97 0.83 0.70 0.91 0.98 0.47 0.70 0.81 0.03
Total Green Ratio, g/C 0.14 0.35 0.14 0.35 0.42 0.31 0.48 0.09 0.31 0.48
Uniform Delay, d1 54.0 43.7 56.7 38.3 34.4 46.9 23.9 60.3 43.6 18.8
Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Delay Calibration, k 0.12 0.48 0.36 0.27 0.43 0.48 0.11 0.27 0.35 0.11
Incremental Delay, d2 1.9 15.4 11.4 1.4 38.1 22.7 0.5 7.1 4.7 0.0
Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay 55.9 59.1 68.1 39.7 72.5 69.5 24.4 67.4 48.3 18.8
Lane Group LOS E E E D E E C E D B
Approach Delay 58.9 46.9 59.9 51.4
Approach LOS E D E D
Intersection Delay 54.7 XC = 0.96 Intersection LOS D
Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 1/14/2009 9:22 AM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7:00 am
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Project Description SR 54 PD&E Study East/West Street: SR 54 North/South Street: Ronnoch/Foxwood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 89 1413 60 265 1698 75 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 93 1487 63 278 1787 78
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 1 1 2 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 298 348 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 313 0 0 366
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 1 Configuration R R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R R v (veh/h) 93 278 313 366 C (m) (veh/h) 312 414 357 284 v/c 0.30 0.67 0.88 1.29 95% queue length 1.22 4.79 8.43 17.91 Control Delay (s/veh) 21.4 29.7 56.3 190.2 LOS C D F F Approach Delay (s/veh) -- -- 56.3 190.2 Approach LOS -- -- F F
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:27 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Ronnoch Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Project Description East/West Street: SR 54 North/South Street: Ronnoch/Fox Wood Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 230 1558 215 83 1355 118 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 242 1640 226 87 1426 124
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 1 1 2 1 Configuration L T R L T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 325 164 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 342 0 0 172
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 1 Configuration R R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R R v (veh/h) 242 87 342 172 C (m) (veh/h) 414 311 318 374 v/c 0.58 0.28 1.08 0.46 95% queue length 3.61 1.12 12.92 2.34 Control Delay (s/veh) 25.2 21.0 109.2 22.6 LOS D C F C Approach Delay (s/veh) -- -- 109.2 22.6 Approach LOS -- -- F C
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:34 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & Riverside Crossing Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 2 1 1 1
Lane Group L T L T R L R
Volume (vph) 260 1451 83 1703 32 85 120
% Heavy Vehicles 4 4 4 4 4 2 2
PHF 0.95 0.95 0.90 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 3.7 2.0 3.7 2.5 2.5 2.5
Arrival Type 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 0 0 4 0 0 12 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 SB Only 06 07 08
Timing G = 14.6 G = 60.5 G = G = G = 29.0 G = G = G = Y = 5.7 Y = 5.7 Y = Y = Y = 4.5 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 274 1527 92 1793
29 89 114
Lane Group Capacity 297 1803 272 1803
1239
435 389
v/c Ratio 0.92 0.85 0.34 0.99 0.02 0.20 0.29
Green Ratio 0.69 0.52 0.67 0.52 0.80 0.25 0.25
Uniform Delay d1 35.8 24.8 18.7 28.7 2.5 35.9 36.8
Delay Factor k 0.44 0.38 0.11 0.50 0.11 0.11 0.11
Incremental Delay d2 32.7 4.0 0.7 19.8 0.0 0.2 0.4 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 68.5 28.8 19.5 48.6 2.5 36.2 37.2
Lane Group LOS E C B D A D D
Approach Delay 34.8 46.5 36.7
Approach LOS C D D
Intersection Delay 40.6 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:29 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Riverside Crossing Blvd2030 Build PM
Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 2 1 1 1
Lane Group L T L T R L R
Volume (vph) 180 1703 55 1451 85 32 45
% Heavy Vehicles 4 4 4 4 4 2 2
PHF 0.95 0.95 0.90 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 3.7 2.0 3.7 2.5 2.5 2.5
Arrival Type 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 0 0 9 0 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 SB Only 06 07 08
Timing G = 10.0 G = 64.1 G = G = G = 30.0 G = G = G = Y = 5.7 Y = 5.7 Y = Y = Y = 4.5 Y = Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 189 1793 61 1527
80 34 42
Lane Group Capacity 236 1907 206 1907
1298
450 402
v/c Ratio 0.80 0.94 0.30 0.80 0.06 0.08 0.10
Green Ratio 0.68 0.55 0.66 0.55 0.84 0.25 0.25
Uniform Delay d1 32.6 25.3 23.1 21.8 1.7 34.0 34.3
Delay Factor k 0.34 0.45 0.11 0.34 0.11 0.11 0.11
Incremental Delay d2 17.7 9.9 0.8 2.5 0.0 0.1 0.1 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 50.3 35.1 23.9 24.4 1.7 34.1 34.4
Lane Group LOS D D C C A C C
Approach Delay 36.6 23.3 34.3
Approach LOS D C C
Intersection Delay 30.6 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:35 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 7:00 am
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Project Description SR 54 PD&E Study East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 86 1430 103 108 1570 40 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 90 1505 108 113 1652 42
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 1 1 2 0 Configuration L T R L T TR Upstream Signal 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 225 133 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 236 0 0 140
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 1 Configuration R R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R R v (veh/h) 90 113 236 140 C (m) (veh/h) 364 528 657 305 v/c 0.25 0.21 0.36 0.46 95% queue length 0.96 0.80 1.63 2.29 Control Delay (s/veh) 18.1 13.7 13.5 26.4 LOS C B B D Approach Delay (s/veh) -- -- 13.5 26.4 Approach LOS -- -- B D
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:30 PM
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst SF Agency/Co. ACE Date Performed 04/07/2008 Analysis Time Period 5:00 pm
Intersection SR 54 & Fox Ridge Blvd. Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Project Description East/West Street: SR 54 North/South Street: Fox Ridge Blvd. Intersection Orientation: East-West Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T RVolume (veh/h) 50 1610 130 95 1450 83 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 52 1694 136 100 1526 87
Percent Heavy Vehicles 4 -- -- 4 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 1 1 2 0 Configuration L T R L T TR Upstream Signal 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T RVolume (veh/h) 211 141 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 222 0 0 148
Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 1 Configuration R R
Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12Lane Configuration L L R R v (veh/h) 52 100 222 148 C (m) (veh/h) 391 419 592 325 v/c 0.13 0.24 0.38 0.46 95% queue length 0.46 0.92 1.73 2.27 Control Delay (s/veh) 15.6 16.3 14.7 25.0 LOS C C B D Approach Delay (s/veh) -- -- 14.7 25.0 Approach LOS -- -- B D
Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:36 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & River Glen Blvd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 1 2 1 1 1 1 1 1 1
Lane Group L T R L T R L T R L T R
Volume (vph) 154 1257 114 375 1299 64 190 200 175 115 340 229
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 3.7 3.7 3.7 3.7 3.7 3.5 3.0 3.5 3.5 3.0 3.5
Arrival Type 3 3 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 45 0 0 24 0 0 35 0 0 22 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left WB Only EW Perm 04 Excl. Left NS Perm 07 08
Timing G = 10.0 G = 15.2 G = 56.0 G = G = 11.5 G = 30.0 G = G = Y = 5.7 Y = 5.7 Y = 5.7 Y = Y = 5.7 Y = 4.5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 162 1323 73 395 1367
42 200 211 147 121 358 218
Lane Group Capacity 221 1338 775 426 1822
992 203 385 706 298 385 485
v/c Ratio 0.73 0.99 0.09 0.93 0.75 0.04 0.99 0.55 0.21 0.41 0.93 0.45
Green Ratio 0.47 0.38 0.50 0.63 0.52 0.64 0.32 0.21 0.45 0.32 0.21 0.31
Uniform Delay d1 26.4 45.8 19.7 47.8 28.0 10.1 45.3 53.2 25.4 38.5 58.4 41.8
Delay Factor k 0.29 0.49 0.11 0.44 0.31 0.11 0.49 0.15 0.11 0.11 0.45 0.11
Incremental Delay d2 11.9 21.9 0.1 26.4 1.8 0.0 58.7 1.7 0.1 0.9 28.8 0.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 38.3 67.7 19.8 74.2 29.8 10.1 104.1 54.9 25.5 39.4 87.3 42.5
Lane Group LOS D E B E C B F D C D F D
Approach Delay 62.4 39.1 64.8 65.0
Approach LOS E D E E
Intersection Delay 53.9 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:29 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & River Glen Blvd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 1 2 1 1 1 1 1 1 1
Lane Group L T R L T R L T R L T R
Volume (vph) 229 1299 190 175 1257 115 114 340 375 64 200 154
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 3.7 3.7 3.7 3.7 3.7 3.7 2.5 3.7 3.7 2.5 3.7
Arrival Type 3 3 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 19 0 0 12 0 0 38 0 0 16 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G = 22.0 G = 61.0 G = G = G = 10.0 G = 35.4 G = G = Y = 5.7 Y = 5.7 Y = Y = Y = 5.7 Y = 4.5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 241 1367 180 184 1323
108 120 358 355 67 211 145
Lane Group Capacity 323 1454 812 323 1454
812 330 446 671 217 446 671
v/c Ratio 0.75 0.94 0.22 0.57 0.91 0.13 0.36 0.80 0.53 0.31 0.47 0.22
Green Ratio 0.60 0.42 0.52 0.60 0.42 0.52 0.34 0.24 0.42 0.34 0.24 0.42
Uniform Delay d1 44.8 41.9 19.3 39.1 41.0 18.4 35.5 53.7 32.1 36.4 48.9 27.4
Delay Factor k 0.30 0.45 0.11 0.16 0.43 0.11 0.11 0.35 0.13 0.11 0.11 0.11
Incremental Delay d2 9.2 12.2 0.1 2.4 8.8 0.1 0.7 10.2 0.8 0.8 0.8 0.2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 54.0 54.0 19.5 41.5 49.8 18.4 36.2 63.9 32.9 37.2 49.7 27.6
Lane Group LOS D D B D D B D E C D D C
Approach Delay 50.5 46.8 46.7 40.1
Approach LOS D D D D
Intersection Delay 47.6 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:36 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & Hanbury Drive Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 1 2 0 1 1 0 1 1 0
Lane Group L T R L TR L TR L TR
Volume (vph) 40 1347 160 117 1458 42 190 180 97 86 150 90
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.3 3.3 3.3 3.3 3.3 3.3 2.5 2.5 2.5
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 16 0 0 5 0 0 10 0 0 10 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G = 12.5 G = 69.1 G = G = G = 12.0 G = 36.0 G = G = Y = 5.3 Y = 5.3 Y = Y = Y = 5.3 Y = 4.5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 42 1418 152 123 1574
200 281 91 242
Lane Group Capacity 209 1632 908 209 1627
330 431 289 430
v/c Ratio 0.20 0.87 0.17 0.59 0.97 0.61 0.65 0.31 0.56
Green Ratio 0.59 0.47 0.58 0.59 0.47 0.36 0.24 0.35 0.24
Uniform Delay d1 28.9 35.7 14.3 35.3 38.7 36.0 51.0 34.7 49.8
Delay Factor k 0.11 0.40 0.11 0.18 0.47 0.19 0.23 0.11 0.16
Incremental Delay d2 0.5 5.3 0.1 4.3 15.3 3.2 3.5 0.6 1.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 29.4 41.0 14.4 39.6 54.0 39.2 54.5 35.3 51.5
Lane Group LOS C D B D D D D D D
Approach Delay 38.2 52.9 48.2 47.0
Approach LOS D D D D
Intersection Delay 46.1 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:32 PM
SHORT REPORT General Information Site Information Analyst SF
Agency or Co. SR 54 PD&E Study - 2030 Build
Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Hanbury Drive Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 1 2 1 1 2 0 1 1 0 1 1 0
Lane Group L T R L TR L TR L TR
Volume (vph) 90 1458 190 97 1347 86 160 150 117 42 180 40
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.3 3.3 3.3 3.3 3.3 3.3 2.5 2.5 2.5
Arrival Type 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 19 0 0 9 0 0 12 0 0 4 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08
Timing G = 16.6 G = 68.0 G = G = G = 12.0 G = 33.0 G = G = Y = 5.3 Y = 5.3 Y = Y = Y = 5.3 Y = 4.5 Y = Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB
Adjusted Flow Rate 95 1535 180 102 1499
168 269 44 227
Lane Group Capacity 256 1607 897 256 1594
316 390 273 406
v/c Ratio 0.37 0.96 0.20 0.40 0.94 0.53 0.69 0.16 0.56
Green Ratio 0.61 0.46 0.58 0.61 0.46 0.34 0.22 0.33 0.22
Uniform Delay d1 27.4 38.9 15.2 28.9 38.4 37.3 53.5 35.6 51.7
Delay Factor k 0.11 0.47 0.11 0.11 0.45 0.13 0.26 0.11 0.16
Incremental Delay d2 0.9 13.4 0.1 1.0 11.4 1.7 5.1 0.3 1.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 28.3 52.2 15.3 29.9 49.7 39.1 58.6 35.9 53.4
Lane Group LOS C D B C D D E D D
Approach Delay 47.3 48.5 51.1 50.6
Approach LOS D D D D
Intersection Delay 48.4 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:38 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 7:00 am
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build AM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 2 2 1 1 2 1 2 3 1 1 3 1
Lane Group L T R L T R L T R L T R
Volume (vph) 320 770 440 325 927 71 400 380 220 37 670 290
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 4.5 4.8 2.0 4.5 2.0 4.8 3.8 2.0 2.0 4.1 3.7
Arrival Type 3 3 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 3.0 3.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 44 0 0 8 0 0 22 0 0 29 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left WB Only EW Perm 04 Excl. Left NB Only NS Perm 08
Timing G = 17.0 G = 8.5 G = 50.0 G = G = 10.0 G = 10.0 G = 21.4 G = Y = 5.7 Y = 4 Y = 6.5 Y = Y = 4 Y = 6.8 Y = 6.1 Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 337 811 417 342 976 66 421 400 208 39 705 275
Lane Group Capacity 420 1217 862 472 1507
818 614 1353 797 253 795 488
v/c Ratio 0.80 0.67 0.48 0.72 0.65 0.08 0.69 0.30 0.26 0.15 0.89 0.56
Green Ratio 0.12 0.35 0.56 0.58 0.43 0.53 0.18 0.27 0.50 0.21 0.16 0.31
Uniform Delay d1 63.9 41.3 20.3 26.7 33.5 17.5 57.7 43.8 21.3 47.9 61.9 43.5
Delay Factor k 0.35 0.27 0.11 0.29 0.25 0.11 0.25 0.11 0.11 0.11 0.41 0.16
Incremental Delay d2 10.7 1.6 0.4 5.5 1.1 0.0 3.2 0.1 0.2 0.3 11.8 1.5 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 74.6 42.9 20.7 32.1 34.6 17.6 60.8 43.9 21.5 48.2 73.8 45.0
Lane Group LOS E D C C C B E D C D E D
Approach Delay 43.8 33.2 46.3 65.0
Approach LOS D C D E
Intersection Delay 45.7 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:32 PM
SHORT REPORT General Information Site Information
Analyst SF Agency or Co. ACE Date Performed 04/07/2008 Time Period 5:00 pm
Intersection SR 54 & Morris Bridge Rd. Area Type All other areas Jurisdiction Pasco County, FL Analysis Year 2030 Build PM
Volume and Timing Input
EB WB NB SBLT TH RT LT TH RT LT TH RT LT TH RT
Number of Lanes 2 2 1 1 2 1 2 3 1 1 3 1
Lane Group L T R L T R L T R L T R
Volume (vph) 290 927 400 218 770 37 440 670 325 71 380 320
% Heavy Vehicles 4 4 4 4 4 4 2 2 2 2 2 2
PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Pretimed/Actuated (P/A) A A A A A A A A A A A A
Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of Effective Green 3.7 4.5 4.8 2.0 4.5 2.0 4.8 3.8 2.0 2.0 4.1 3.7
Arrival Type 3 3 3 3 3 3 3 3 3 3 3 3
Unit Extension 3.0 4.0 3.0 3.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Ped/Bike/RTOR Volume 0 0 40 0 0 4 0 0 33 0 0 32 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NB Only NS Perm 08
Timing G = 26.7 G = 48.0 G = G = G = 11.0 G = 10.2 G = 25.0 G = Y = 5.7 Y = 6.5 Y = Y = Y = 4 Y = 6.8 Y = 6.1 Y =
Duration of Analysis (hrs) = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 305 976 379 229 811 35 463 705 307 75 400 303
Lane Group Capacity 638 1171 854 362 1171
678 642 1482 789 245 917 628
v/c Ratio 0.48 0.83 0.44 0.63 0.69 0.05 0.72 0.48 0.39 0.31 0.44 0.48
Green Ratio 0.19 0.34 0.55 0.54 0.34 0.44 0.19 0.29 0.50 0.24 0.18 0.40
Uniform Delay d1 54.2 45.9 20.1 36.8 43.0 24.3 57.3 43.7 23.4 45.2 54.7 33.8
Delay Factor k 0.11 0.38 0.11 0.21 0.28 0.11 0.28 0.11 0.11 0.11 0.11 0.11
Incremental Delay d2 0.6 5.5 0.4 3.6 1.9 0.0 4.0 0.2 0.3 0.7 0.3 0.6 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 54.8 51.4 20.5 40.4 45.0 24.4 61.3 43.9 23.7 45.9 55.0 34.3
Lane Group LOS D D C D D C E D C D D C
Approach Delay 44.9 43.3 45.2 46.1
Approach LOS D D D D
Intersection Delay 44.8 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 4/22/2008 5:38 PM
Arterial Level of Service4/22/2008
SR 54 PD&E Study-Future 2030 Build AM Synchro 6 ReportAmerican Consulting Engineers of Florida, LLC Page 1
Arterial Level of Service: EB SR 54
Arterial Flow Running Signal Travel Dist Arterial ArterialCross Street Class Speed Time Delay Time (s) (mi) Speed LOSCurley Road I 45 43.5 7.0 50.5 0.49 35.3 BMeadow Point Blvd. I 45 66.0 47.3 113.3 0.83 26.3 DRiverside Crossing B I 49 42.3 11.6 53.9 0.58 38.5 BWyndfields Blvd. I 50 49.5 56.8 106.3 0.69 23.3 DNew River Rd. I 48 99.1 30.6 129.7 1.31 36.4 BMorris Bridge Rd. I 45 59.2 42.4 101.6 0.74 26.3 DTotal I 359.6 195.7 555.3 4.64 30.1 C
Arterial Level of Service: WB SR 54
Arterial Flow Running Signal Travel Dist Arterial ArterialCross Street Class Speed Time Delay Time (s) (mi) Speed LOSMorris Bridge Rd. I 45 35.4 38.5 73.9 0.38 18.4 EHanbury Drive I 45 59.2 28.9 88.1 0.74 30.3 CRiver Glen Blvd. I 48 99.1 32.6 131.7 1.31 35.8 BRiverside Crossing B I 50 49.5 22.3 71.8 0.69 34.5 BCurley Rd Ext. I 49 42.3 42.5 84.8 0.58 24.4 DCurley Road I 45 42.8 51.2 94.0 0.47 18.0 ETotal I 328.3 216.0 544.3 4.16 27.5 C
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Arterial Level of Service4/22/2008
SR 54 PD&E Study-Future 2030 Build PM Synchro 6 ReportAmerican Consulting Engineers of Florida, LLC Page 1
Arterial Level of Service: EB SR 54
Arterial Flow Running Signal Travel Dist Arterial ArterialCross Street Class Speed Time Delay Time (s) (mi) Speed LOSCurley Road I 45 43.5 9.6 53.1 0.49 33.5 CMeadow Point Blvd. I 45 66.0 55.7 121.7 0.83 24.4 DRiverside Crossing B I 49 42.3 9.8 52.1 0.58 39.8 BWyndfields Blvd. I 50 49.5 37.8 87.3 0.69 28.4 CNew River Rd. I 48 99.1 32.1 131.2 1.31 36.0 BMorris Bridge Rd. I 45 59.2 37.9 97.1 0.74 27.5 CTotal I 359.6 182.9 542.5 4.64 30.8 C
Arterial Level of Service: WB SR 54
Arterial Flow Running Signal Travel Dist Arterial ArterialCross Street Class Speed Time Delay Time (s) (mi) Speed LOSMorris Bridge Rd. I 45 35.4 30.7 66.1 0.38 20.5 EHanbury Drive I 45 59.2 31.3 90.5 0.74 29.5 CRiver Glen Blvd. I 48 99.1 44.1 143.2 1.31 33.0 CRiverside Crossing B I 50 49.5 11.6 61.1 0.69 40.5 BCurley Rd Ext. I 49 42.3 39.2 81.5 0.58 25.4 DCurley Road I 45 42.8 16.8 59.6 0.47 28.4 CTotal I 328.3 173.7 502.0 4.16 29.9 C
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ARTPLAN 2007 Conceptual Planning Analysis
Description/File Information
File NameF:\PROJECT\5067054\FILECA~1\CF2E4~1.DES\C5E6E~1.13_\AFTERC~1\HIGHPL~1\ARTPLA~2\AP_AP2~1.XML
Date Prepared 5/8/2008
Program ARTPLAN 2007 Version Date 3/18/08
Analyst AMH Agency American District
Arterial Name SR 54 Begin Intersection CurleyEnd Intersection
Meadow Point Blvd
Study Period Kother Peak Direction Westbound
User Notes 2030 No Build
Facility Data
Roadway Variables Traffic Variables Control VariablesArea Type Transitioning/Urban AADT 28000 # of Signals 1
Class 1 K 0.095 Control Type Actuated
Posted Speed 50 D 0.57 Cycle Length 140
# Thru Lanes 2 PHF 0.95 Through g/C 0.44
Median Type Non-Restrictive % Heavy Vehicles 4 Left g/C 0.13
Left Turn Lanes Yes % Left Turns 20 Arrival Type 3
LT Lane(s) Storage Length 450 % Right Turns 10
Right Turn Lanes No Base Sat. Flow Rate 1950
Adj. Sat. Flow Rate 1771
Automobile Intersection and Segment Data
Segment #
Cycle Length
Thru g/C
Left g/C
Arr. Type
Left Turn
Lanes
Right Turn Lanes
% Left Turn
% Right Turn
INT # Dir. Lanes
Length AADTHourly
Vol.
SEG # Dir. Lanes
FFS Median Type
1 (to Meadow Point Blvd)
140 0.44 0.13 3 Yes Yes 20 10 1 1.2 28000 1516 1 50Non-
Restrictive
Automobile LOS
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to Meadow Point Blvd) 1117 1726 1.47 252.22 F Yes# 12.4 F
Arterial Length 1.20
Weighted g/C 0.44
FFS Delay
Threshold Delay Auto Speed ### Auto LOS F
Automobile Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 900 vphpl.
A B C D E
Lanes Hourly Volume In Peak Direction
1 ** 680 1070 1080 ***
2 ** 1420 2180 2200 ***
3 ** 2170 3300 3320 ***
4 ** 2930 4420 4440 ***
* ** 680 1070 1080 ***
Lanes Hourly Volume In Both Directions
2 ** 1190 1880 1900 ***
4 ** 2490 3820 3860 ***
6 ** 3810 5790 5830 ***
8 ** 5140 7750 7790 ***
* ** 1190 1880 1900 ***
Lanes Annual Average Daily Traffic
2 ** 12600 19800 20000 ***
4 ** 26200 40300 40700 ***
6 ** 40100 60900 61300 ***
8 ** 54100 81600 82000 ***
* ** 12600 19800 20000 ***
HIGHPLAN 2007 Conceptual Planning Analysis
Description/File Information
File Name HP_203~1.XML Road Name SR 54 Study Period Kother Analyst LW From Foxwood Analysis Type Segment Date Prepared 4/28/2008 To W of MB Rd Version Date 11/9/07 Agency American Peak Direction Eastbound
DistrictOff Peak Direction Westbound
User Notes Yr. 2030 NoBuild Between Foxwood and west of Morris Bridge Rd
Segment Data
Roadway Variables Traffic Variables
Area Type Transitioning/UrbanSegment Length
3 AADT 32490 PHF .95
# Thru Lanes 2 Median No K .095% Heavy Vehicles
4
Terrain LevelLeft Turn Lanes
Yes D .57 Base Capacity 1700
Posted Speed 50Pass Lane Spacing
N/APeak Dir. Hrly. Vol.
1759Local Adj. Factor
1
Free Flow Speed
55 % NPZ 70Off Peak Dir. Hrly. Vol.
1327Adjusted Capacity
1667
LOS Results v/c Ratio 1.09 Density N/A PTSF 100.00 ATS 29.1 % FFS 52.90
FFS Delay 174.87 LOS
Thresh. Delay
155.23 Service Measure
v/c Ratio LOS F
Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 1600 vphpl.
A B C D E
Lanes Hourly Volume In Peak Direction
1 130 420 850 1210 1530
2
3
4
Lanes Hourly Volume In Both Directions
2 230 740 1490 2120 2680
4
6
8
Lanes Annual Average Daily Traffic
2 2400 7800 15700 22300 28200
4
6
Page 1 of 2
5/14/2008file://C:\Program Files\LOSPLAN2007\HIGHPLAN\HP_2030_NoBuildCenterSegment.xml
* Cannot be achieved based on input data provided.
8
Lanes Service Measure Thresholds
1 0.92 0.83 0.75 0.67 0.58
2
3
4
Page 2 of 2
5/14/2008file://C:\Program Files\LOSPLAN2007\HIGHPLAN\HP_2030_NoBuildCenterSegment.xml
ARTPLAN 2007 Conceptual Planning Analysis
Description/File Information
File NameC:\PROGRA~1\LOSPLA~1\ARTPLAN\AP_203~1.XML
Date Prepared 5/7/2008
Program ARTPLAN 2007 Version Date 3/18/08
Analyst LW Agency American District
Arterial Name SR 54 Begin IntersectionEnd Intersection
Study Period Kother Peak Direction Eastbound
User Notes
2032 NoBuild West and East of Morris Br Rd
Facility Data
Roadway Variables Traffic Variables Control VariablesArea Type Transitioning/Urban AADT 28400 # of Signals 1
Class Signal K 0.095 Control Type Actuated
Posted Speed 30 D 0.57 Cycle Length 120
# Thru Lanes 2 PHF 0.91 Through g/C 0.5
Median Type Restrictive % Heavy Vehicles (Peak) 3 Left g/C 0.17
Left Turn Lanes Yes% Heavy Vehicles (Off-Peak)
3Arrival Type (Peak)
3
LT Lane(s) Storage Length 195 % Left Turns (Peak) 16Arrival Type (Off-Peak)
3
Right Turn Lanes No % Right Turns (Peak) 16
% Left Turns (Off-Peak) 16
% Right Turns (Off-Peak) 16
Adj. Sat. Flow Rate (Peak) 1569
Adj. Sat. Flow Rate (Off-Peak)
1553
Automobile LOS (Peak)
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to ) 1420 1569 1.81 405.79 F Yes# NA NA
Page 1 of 4
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
Automobile LOS (Off-Peak)
Segment # Thru Mvmt Flow Rate
Adj. Sat. Flow Rate v/c
Control Delay
Int. Approach LOS LT Spill
Speed (mph)
Segment LOS
1 (to ) 1071 1553 1.38 213.17 F No NA NA
Page 2 of 4
5/14/2008file://C:\Documents and Settings\5weathl\Local Settings\Temp\preview.xml
APPENDIX G
Traffic Data
Sheets for Air
& Noise Analysis
Des
ign
Yea
r 20
30 (a
.m. p
eak)
A
: Spe
ed: 4
5 m
ph
App
roac
h Tr
affic
: 143
0 vp
h B
: App
roac
h Tr
affic
: 13
69 v
ph
C: S
peed
: 45
mph
A
ppro
ach
Traf
fic: 1
928
vph
D: A
ppro
ach
Traf
fic:
986
vph
Ope
ning
Yea
r “2
016”
A
: Spe
ed:
45 m
ph
App
roac
h Tr
affic
: 108
6 vp
h B
: App
roac
h Tr
affic
: 10
81 v
ph
C: S
peed
: 45
mph
A
ppro
ach
Traf
fic:
1466
vph
D
: App
roac
h Tr
affic
: 76
6 vp
h R
evis
ed
5/5/
08 L
. Wea
ther
by A
CE-
FLA
(v
olum
es fr
om F
ig 1
3A in
May
200
8 Tr
affic
R
epor
t)
crea
ted
on 5
/9/0
7
A
SR 5
4 at
Cur
ley
Roa
d E
xten
sion
/Mea
dow
Poi
nte
Blv
d.
B
CD
DISTRICT 7 TRAFFIC DATA FOR NOISE STUDIES
DATE: __5/5/08__ PREPARED BY: L.Weatherby, ACE-FLA
Work Program Item Segment No(s): 416561-1
Federal Aid Number(s): 7810-028-S
Project Description: SR 54, from Curley Road to Morris Bridge Road
Segment Description: 1. Curley Road to Foxwood Blvd. (proposed 4 LD + aux lanes urban) (Data sheets are to be filled out for every segment having a change in traffic parameters such as volumes, posted speeds, typical section, etc.) NOTE: ADT is the LOS (C) volume referenced in the FDOT LOS tables or Demand, whichever is less.
Existing Facility
No-Build (design year)
Build (design year)
Year : _2006_____ ADT : *LOS(C) __15,750 VPD___ Demand __24,200______ Posted Speed: _55 mph _88 kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : *LOS(C) __15,750 VPD_ Demand __27,700_____ Posted Speed: _55 mph _88_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : LOS(C) 52,100 (6 LD)__ Demand __ 27,700____ Posted Speed: _45_mph _72_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Traffic Data Source: (1) Draft Traffic Technical Memorandum for SR 54, May 2008 (2) 2005 vehicle class history data report for count station 14-5116 (SR 54 west of Morris Bridge Road) (3) LOS Table 4-1 used for LOS C AADTs. *based on 2-lane uninterrupted flow: 15,000 VPD + 5% for divided = 15,750 Revised 12/30/02
DISTRICT 7 TRAFFIC DATA FOR NOISE STUDIES
DATE: __5/5/08__ PREPARED BY: L.Weatherby, ACE-FLA
Work Program Item Segment No(s): 416561-1
Federal Aid Number(s): 7810-028-S
Project Description: SR 54, from Curley Road to Morris Bridge Road
Segment Description: 2. Foxwood Blvd. To Linda Drive (proposed 4 LD suburban) (Data sheets are to be filled out for every segment having a change in traffic parameters such as volumes, posted speeds, typical section, etc.) NOTE: ADT is the LOS (C) volume referenced in the FDOT LOS tables or Demand, whichever is less.
Existing Facility
No-Build (design year)
Build (design year)
Year : _2006_____ ADT : *LOS(C) _15,750 VPD____ Demand __22,500____ Posted Speed: _55 mph _88_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : *LOS(C) __15,750 VPD_ Demand ___35,500___ Posted Speed: _55_mph _88_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : LOS(C) __34,700 (4 LD) Demand ____35,500___ Posted Speed: __50_mph __80_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Traffic Data Source: (1) Draft Traffic Technical Memorandum for SR 54, May 2008 (2) 2005 vehicle class history data report for count station 14-5116 (SR 54 west of Morris Bridge Road) (3) LOS Table 4-1 used for LOS C AADTs. *based on 2-lane uninterrupted flow: 15,000 VPD + 5% for divided = 15,750 Revised 12/30/02
DISTRICT 7 TRAFFIC DATA FOR NOISE STUDIES
DATE: __5/5/08__ PREPARED BY: L.Weatherby, ACE-FLA
Work Program Item Segment No(s): 416561-1
Federal Aid Number(s): 7810-028-S
Project Description: SR 54, from Curley Road to Morris Bridge Road
Segment Description: 3. Linda Drive to East of Morris Bridge Rd (proposed 4 LD urban) (Data sheets are to be filled out for every segment having a change in traffic parameters such as volumes, posted speeds, typical section, etc.) NOTE: ADT is the LOS (C) volume referenced in the FDOT LOS tables or Demand, whichever is less.
Existing Facility
No-Build (design year)
Build (design year)
Year : _2006_____ ADT : *LOS(C) __15,750 VPD__ Demand ___21,900___ Posted Speed: _50_mph _80_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : *LOS(C) __15,750 VPD__ Demand __32,100____ Posted Speed: _50_mph _80_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Year : _2030___ ADT : LOS(C) _34,700 (4 LD)_ Demand ___32,100____ Posted Speed: _45_mph _72_kmh K= _9.5_% D= _57__% T= _7.2_% for 24 hrs. T= _3.6 % Design hr. 0.9 % Heavy Trucks DHV 2.7_% Medium Trucks DHV _0_ % Buses DHV _0__% Motorcycles DHV
Traffic Data Source: (1) Draft Traffic Technical Memorandum for SR 54, May 2008 (2) 2005 vehicle class history data report for count station 14-5116 (SR 54 west of Morris Bridge Road) (3) LOS Table 4-1 used for LOS C AADTs. *based on 2-lane uninterrupted flow: 15,000 VPD + 5% for divided = 15,750 Revised 12/30/02